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Permit 1447 Mayport Rd Unit 1-4 (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: L,kfI t 17S Type Work: R J 0-/1- T Property Owner: '-) Phone # 3`f K Jiro t. Contractor: Phone # Permit#: Date Issued: Building Inspections: Footing Slab Tie Beam Lintel Nailing / Sheathing Framing / Cover Up Insulation Final Building -o Tree Permit# YES NO Electrical Permit# 0�-� - Date /Copy to �g7--( JEA Temp, Pole Permit# Date /Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric ►- Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final - -o Released to JEA Mechanical Permit# Inspections: Rough Final Plumbing Permit# Inspections: Rough / Underslab - Topout Water/ Sewer Final - - p Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit Inspections: Nailing / Sheathing Final Fire Inspection: Failed Inspections: Date Paid: Date Paid:. PERMff WORKSHEET Certificate of occupancy[ Job Address: 1447 MAYPORT ROAD - #1 Type Work: CrfL Property Owner: B & K PROPERTIES Phone # 545-9682 Contractor: - `t--to C0 k:>5T(Z-Lx:_Tto k1 Phone # -7 4 o5oo Permit#: 03 _ .Z 59 13 Date Issued: S- 9 -05 Building Inspections: Footing Slab Tie Beam Lintel Nailing / Sheathing Framing / Cover Up 5-.z5-o3 cp - 5 -o5 Insulation Final Building Tree Permit# YES NO Electrical Permit# Date / Copy to 3'Z(o JEA Temp, Pole Permit# Date / Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# I OtA- Z -75,3 Ins ections: Rough el-1 Final �SprAnk10-x^ 'S�kr I -Zt-04 Plumbing Permit# - ZS Inspections: Rough / Underslab Topout f-�cLt—/i e o4- Water 7 4q r( Sewer Final Drainage Inspection: I Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# F 6 - Z(o5 I'7 Inspections: Nailing / Sheathing Final Fire Inspection: to 9 - 03 _ Failed Inspections: Date Paid: Date Paid: . �tT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032359 Date 3/06/06 Property Address . . . . . . 1447 MAYPORT RD UNIT 01 Tenant nbr, name . . . . . . REMOVE/REPLCE 1 HR WALL Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1500 Owner Contractor -------------- --- ----- -- ------------------------ B & K PROPERTIES INC . PRIMO CONSTRUCTION SERVICES 1339 CESERY TERRACE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 744-0500 ------- --------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1500 Fee summary Charged Paid Credited Due -- --------------- ---------- ---------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUIJJ)N " ,FICY'L , >� CITY OF ATLANTIC BEACH cc: -y BUILDING /ZONING DEPARTMENT ° Pnrid 1:'i 800 Seminole Road Higgins Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PIAN REVIEW COMMENTS ctc-1 Permit Application # 0(Q-fob ns--9 Property Address: 7 Uvnr+ .e Applicant: k I FA Project: v( t 17 This permit application has been: Approved Reviewed and the following items need attention: 'Nv2 CL0- C j/COD S 'F- �A C, C9 2 2-23. 01,) c Please re-submit your application when these items have been completed. Reviewed By: a Date: Date Contractor Notified: PSC 2000 Series 2410 Log for Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui 904-247-5845 Feb 23 2006 9:26AM Last Transaction Date Time Twe Identification Duration Pales Resul Feb 23 9:26AM Fax Sent 97442770 0:20 1 OK CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION -'` (Alterations& Additions) a o Date: Job Address: k,4\y oCo �C!� Cal 11 F_ Owner of Property: Address: c (L L i i N p+ ,s S ca A,�j_W B Telephone: ' Z 4-1 - +1-5 y Legal Description: Block N151ber: Lot rilumber: Zoning District: Contractor:�RLi .oy t.,,, CC lv S'--k 1kC (.r�t4 .'es it State License Number:CE-XL C)S 7'i�� Contractor Address: [3` � tz I TW C= L j `J(-1,3 2- Telephonei, fl () -7 �O L, I Fax: (..q Q ) Describe proposed use and work to be done: . LA K S``� �-1ltx; v 1.► N G u Present use of land or building(s): CAD , & vv,t<•. !?-C l A L_ Valuation of proposed construction: Dimensions of the added space: feet x feet Will this project involve: ❑ Heating&Air- ❑ Plumbing ❑ Electrical ❑ Fireplace Conditioning Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5,74 ,or Knorr- or oiror the removal of any trees? - ❑NO. Applicant certifies that no change in site grade, impervious a edm. or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 2 Revised 8/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways,sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: •© P%x 7 y -A,K. FL _ 32�3 `> Telephone: '744 - d_S'o o Fax: 7 4+f--2 7-yz 0 E-Mail: I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the;laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. -- Signature of Owner: ref''- Date: " �J AS TO OWNER: Sworn to and subscribed before me this day of ,204L. State of Florida,County of Duval �� �w,�,,.,, Notary's Signature: 0 1 AGmL DAVID R.WALSH Notary Public State of Florida [] personally known " My comm expires Dec.22,2006 [-Produced identification Na DD 157644 Type of identification produced Signature of Contractor: Date: 7— AS ^AS TO CONTRACTOR: Sworn to and subscribed before me this 1day of �r U a,r ,20�( _. State of Florida,County of Duval KELLY MICHELLE ERHAYEL Notary's Signat � l� (Jt?�✓C.� MY COMMISSION. DD421746 �Personally known 2'p�flc EXPIRES: Apr.24,2009 El(407)39"IS3 Florida Notary Service.com Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 3 Revised 8/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5455 TELEPHONE: (904)247-5800 FAX: (904)247-5877 J °S SUNCOM: 852-5800 www.coab.us 1 s) J -r �Jril� April 14, 2010 Lonnie Cannon 23 West 11th Street Atlantic Beach, Florida 32233 Re: Approval of Use-by-Exception Dear Mr. Cannon: This letter serves to confirm that the City Commission, at their April 12, 2010 approved your request for a Use-by-Exception in the Commercial General (CG) Zoning District to operate a produce market with outdoor sale and display of garden produce only at 1447 Mayport Road (Mayport Square shopping center), subject to the following conditions. • this initial approval is limited to one year from the time of final approval by the City Commission, at which time the applicant shall reappear before the Community Development Board to review compliance with all applicable City codes and regulations and the following conditions. The $250 Use-by-Exception application fee shall not be charged for the one-year review in that this will not be a new application. • The site shall be kept neat and free of trash and debris, and all packing crates, etc, shall be concealed from view from the street, and • A suitable permanent covering shall be installed and maintained in good condition. Also, please be advised that a sign permit is required for any signage on the property. Please contact the Office of the City Clerk to modify your Business Tax Receipt license to reflect the permanent status of the business. Feel free to call me at 247-5826 with any questions. Sincerely, ZzLG'-(i4�1.-- Sonya B. Doerr, AICP Community Development Director cc: Donna Bartle, CMC,City Clerk B&K Property Management AGENDA ITEM#8A APRIL 12,2010 CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT AGENDA ITEM: Request for a Use-by-Exception in the Commercial General (CG) Zoning District to operate a produce market with outdoor sale and display of garden produce only at 1447 Mayport Road (Mayport Square shopping center.) SUBMITTED BY: Sonya Doerr, AICP 'Jog Community Development Director DATE: March 30, 2010 BACKGROUND: The zoning regulations allow temporary stands for the sale of produce and seasonal items (i.e. pumpkins and Christmas trees) in the CG District, but approval of a Use-by- Exception is required in order for these to be permanently located and operated in this district. The applicant was granted approval to operate a produce stand for a 90-day time period and advised that an application for a Use-by-Exception needed to be submitted during that time. The produce stand has been open intermittently since the first of the year. The location of this business is within a grassed area of the parking lot of the Mayport Square shopping center. The applicant was advised soon after he began operating that he must be particularly vigilant to ensure that the site was kept neat, free of trash and debris, packing crates, etc. He was also advised that the plywood hand-painted signs on the site did not meet the City's sign ordinance and that a sign permit was required. Staff expressed concern to the Applicant soon after the business began operation that the appearance of the site was not consistent with the City's strategic planning goals for the Mayport Road corridor. While this may be a very good location for this type of business, how the business is operated and maintained and the appearance of the stand are critical to the appropriateness of this business in this location. Since that time, as shown in the following pictures, the applicant has made substantial improvements to the appearance of the site with the exception of the tents. The applicant has stated that he does not have sufficient funds to purchase new tents, but does intend to do so as soon as possible. March 4 2010 March 30 2010 . ,� April 12,2010 regular meeting AGENDA ITEM#SA APRIL 12,2010 The Community Development Board, at their March 16th meeting, recommended approval of this request subject to the conditions as set forth below. • this initial approval is limited to one year from the time of final approval by the City Commission, at which time the applicant shall reappear before the Community Development Board to review compliance with all applicable City codes and regulations and the following conditions. The CD Board also recommended that the $250 Use-by-Exception application fee not be charged for the one-year review in that this will not be a new application. • The site shall be kept neat and free of trash and debris, and all packing crates, etc, shall be concealed from view from the street, and • A permanent tent, of more substantial heavy-duty canvas or similar material shall be installed and maintained in good condition. BUDGET: No budget issues. RECOMMENDATION: (per Community Development Board recommendation) Motion to approve a Use-by-Exception (File No. UBE-2010-02) subject to the above stated terms and conditions, and upon finding: (Include the suggested conditions, and provide findings of fact similar to the following, and attach other conditions as may be appropriate.) 1. Approval of this Use-by-Exception is in compliance with the requirements of Section 24-63, Zoning and Subdivision and Land Development Regulations, and is also consistent with Section 24- 112 defining the CG Zoning Districts. 2. The request is not contrary to public interest and is not detrimental to the health, safety and welfare of general public. 3. The proposed use is compatible with adjacent properties and other properties within the surrounding area. 4. The proposed use is consistent with the City's Comprehensive Plan and is consistent with the Commercial Land Use designation. ATTACHMENTS: Minutes from the March 16, 2010 Community Development Board meeting. REVIEWED BY CITY MANAGER: April 12,2010 regular meeting AGENDA ITEM#8A APRIL 12,2010 Draft Minutes of the March 16,2010 regular meeting of the Community Development Board b. UBE-2010-02, Cannon. Request for a Use-by-Exception in the Commercial General Zoning District to operate a produce market with outdoor sale and display of garden produce only at 1447 Mayport Road (Mayport Square Shopping Center). Mr. Lambertson asked Ms. Doerr to provide a summary of the request. Ms. Doerr explained that Chapter 24 allows for temporary outdoor markets such as farmers markets, pumpkin patches and Christmas tree stands, but that a Use-by-Exception is required in order for these to be permanent. In general, Ms. Doerr stated that this seems to be a good location for this use. It is very accessible and there is sufficient parking. However, the applicant must maintain the site neat and clear of debris and packing crates must be hidden or screened from view. Additionally, tents shielding the market need to be upgraded to a material that will withstand weathering, and they must be maintained in good appearance. Mr. Lambertson invited the applicant to address the Board. Lonnie Cannon, 23 West 11 h Street, confirmed that he had been working to address those concerns about the appearance of the produce stand. He passed around pictures showing that the structure had been improved with skirting to obscure the packing crates from view, and new professionally airbrushed signs had been created. However, he said he had not been able to obtain the heavy duty tent,but hoped to be able to do so within the next month. Mr. Hansen asked if any of the shopping center tenants had objections to Mr. Cannon's produce stand. Mr. Cannon said he had heard no objections from other tenants, and in fact they shopped at his stand. Mr. Lambertson invited public comment. Mr. Billy ????, 185 Coral Way, Jacksonville Beach, spoke in support of Mr. Cannon's efforts, stating that it is the efforts of proprietors of such small businesses that will not only stimulate the economy, but also build communities. Ms. Glasser inquired as to the complaints received by Code Enforcement. Ms. Doerr said that they were in regards to crates stacked or scattered in the background, the hand-painted signs, and the worn tents. Mr. Cannon reiterated that he has been working to address those issues by skirting the stand so that the crates can be stored out under the structure and out of view, and by having signs professionally air-brushed. Again, he stated that he would work to replace the tent with a more substantial canvas in the next month. Ms. Glasser asked if Mr. Cannon would be allowed to expand his operation. Ms. Doerr said there is no limit on the size of Mr. Cannon's operation, other than the fact that he will have to address the stormwater runoff created by the impervious surface should his tent exceed 120 square feet. Parking is not an issue. Ms. Drysdale asked if Mr. Cannon worked the market or if he had employees. Mr. Cannon said that he did work at the market most of the time, and at other times, members of his family worked. Mr. Parkes asked if it would be appropriate to approve the UBE on a temporary or time-limited basis, so that the Board could ask the applicant back, say in a year,to determine that the use was in compliance with City regulations and vision for the Mayport Corridor. Ms. Doerr said that such a condition was acceptable and had been utilized by both the CD Board and the City Commission in the past. Mr. Adams noted that the applicant is meeting the needs of a niche market, and he would like to see the Board work with him. Mr. Parkes suggested that the Board consider approval on a one- year trial basis. Mr. Hansen and Mr. Adams agreed, stating this would give the applicant time to continue improving his market and address the previous concerns. Page 4 of 6 AGENDA ITEM#8A APRIL 12,2010 Draft Minutes of the March 16,2010 regular meeting of the Community Development Board Ms. Glasser asked if there were specific conditions regarding appearance and maintenance of the property to be included. Ms. Doerr said that she had included some general comments in her staff report that could be used to formulate such conditions. Mr. Parkes inquired as to the terms of Mr. Cannon's lease, to which he replied it is currently month-to-month. Mr. Lambertson asked if the UBE would be for the property, to which Ms. Doerr replied that approval would be granted to Mr. Cannon's use on that property. Mr. Lambertson expressed concern giving an open-ended approval to such a use because the City had never had experience with such a use on a permanent basis. He said he would feel more comfortable approving this application on a trial basis, and reviewing the status in a year. Mr. Adams agreed, adding that not only does this provide the applicant with incentive to grow and improve his business, but it also provides the Board with a precedent should other similar vendor come before the Board in the future. The Board discussed and recommended that the City Commission waive the $250 application fee for the one-year review since this will not be a new application. MOTION: Blaine Adams moved that the Community Development Board recommend approval to the City Commission of UBE-2010-02, a request for Use-by-Exception to permit operation of a produce market with outdoor sale and display of garden produce only at 1447 Mayport Road (Mayport Square Shopping Center) within the Commercial General Zoning District, finding that (1) approval of this Use-by-Exception is in compliance with the requirements of Section 24-63, Zoning and Subdivision and Land Development Regulations, and is also consistent with Section 24-112 defining the CG Zoning District; (2) the request is not contrary to public interest and is not detrimental to the health, safety and welfare of general public; (3) the proposed use is compatible with adjacent properties and other properties within the surrounding area; (4) the proposed use is consistent with the City's Comprehensive Plan and is consistent with the Commercial General Land Use designation; and incorporating the following conditions: • this initial approval is limited to one year from the time of final approval by the City Commission, at which time the applicant shall reappear before the Community Development Board to review compliance with all applicable City codes and regulations and the following conditions. • The site shall be kept neat and free of trash and debris, and all packing crates, etc, shall be concealed from view from the street, and • a permanent tent, of more substantial heavy-duty canvas or similar material shall be installed and maintained in good condition. Additionally, the Board recommends waiver of the applicant's UBE fee for the required one- year review. Kirk Hansen seconded the motion and it passed unanimously with no further discussion. Page 5 of 6 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 vair Application Number . . . . 04-00028159 Date 5/12/04 Property Address . . . . . . 1447 MAYPORT RD UNIT 01 Tenant nbr, name . . . . . . PARTIAL INT.UNIT #1 Application description . . . COMMERCIAL INTERIOR BUILD OUT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 21528 Owner Contractor ---------- -------- ---- -- ------------------------ B & K PROPERTIES INC. PRIMO CONSTRUCTION SERVICES 1339 CESERY TERRACE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 744-0500 --------------- ----------------- -------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW 150 AMP, IPH, 4W Sub Contractor KNIGHT ELECTRIC LLC Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS W*:R T OF THIS PE SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. A BUILDING OFFICIAL CITE'' OF ATLANTIC BEACH C-Z J'Y�Vy r), h � ' y ELECTRICAL PENT APPLICATION Property Address: 7 �r IQ/D Ul✓/�� i i Owner: got- `IC;S' - Telephone#: Contractor: JKA(`r kik (G Telephone#: r Contractor Address: �/ n4 Fall#: In consideration of permit Vven for daring site work as described•in the above iumnent, we hueby agree w po-forn, sand wed ark in aca)rdamc with the attached plats and "citications which we a part hereof and in*mordancc with the laity of Atlantic Beach ordinance wad mandarda ofjloodpractice listed therein ` _ p l Building: IsuiliKag Type:. a TrxillcrSe- rvict ! it aloe cas+ tut�nnsr Q New Q Residence ❑ Temp. Q New bewgdowonibisbuilding of site,list(k budding s 0 Old ❑ Commercw Q Signs Q Incase pamnit ,,,aa��- S 1 a Re-wire Q Addition Sq. Ft. � Q Repair Qy Cotttiesctor Size, AMPS: COPPER �RLtJM1�tUM Switch or -� of 1,Breaker AMPS Ply W VOL. �/G WAY ra! Existing 5ervicc k.4CC Size_ AMPS PH W VOLT WAY V2 �. �..._..�K Feeders: NO, SIZE NO SIZE NO SIZE. Lighting Outlets CONCEALED OPEN R.ecr tacles I CONCEALED OPEN / D Switches tttcandescenc � i i Fluorescent & —t-- — - M.V, j Fixed ao imo' BELL Applianccs TRANSFER. ___ AirH.,P-RATING P. RATING CRIUNG I ICW-HEAT Conditioning I COMP. MOTOR OTHER MOTORS AMPS HEAT i i Motors 0-1 H.P. VOLTAGE PH NO. OVER i H.P, I PHS i v v + Transformers NO. KVA NO. KVA if No,'Iieon Ttstrtaf. ; l Ea. Sign+ ! Misceiianeous tlt0jr- $00 Sesiaote Road•Atlantic Beacb.Florida 32233.$445 Pbont:(904)24'7-5$00. Fas: (-M)247-5545. htto:h%www.ci aKln.atk4ba.ch.ilus in "Iders tsul FirstSource Truss Detail Package August 2002 1. HIB-91 Summary Sheet 2. SimpsonStrong-Tie "Installation Guide for Plated Truss Construction Connectors" 3. Simpson Strong-Tie "Wood Construction Connectors" 2002 catalog pages 106-107 (LUS/HUS/HHUS/HGUS), page 65 (SUR/SUL/HSUR/HSUL) page 110 (THA/THAC) 4. Gable Detail A12015E0901 — 15'0" Mean Height 5. Gable Detail A12030E0901 — 30'0" Mean Height 6. Gable Detail GBLLETIN 1001 — Let-In gable webs 7. Piggyback Detail PIGBACKB 1001 8. Recommended Conventionally Framed Valley Detail VALCONVF 1001 9. Valley Truss Detail VALTRUSS 1001 10.CLB to "T-Brace" Detail ST-T-BRACE2 11.CLB to "Scab-Brace" Detail ST-SCAB-BRACE 12.CLB to "L-Brace" Detail ST-L-BRACE 13.Bearing Block Detail ST-BLCK1 — for 3.5" bearing size 14.Bearing Block Detail ST-BLCK2 — for 5.5" bearing size 15.Nail Spacing Recommendation Detail CNNAILSP 1299 16.CLB Anchorage/Restraint Information BRCLBANC0699 17.CLB Web Bracing Recommendation ST-WEBBRACE 18.Lateral "Strongback" Bracing Recommendation — ST-STRGBCK 19.Broken Web Repair Detail REPWEBSC0699 20.Broken Chord/Web Repair Detail ST-REPOIAl 21.SY42 Stub Repair Detail REPSY42A0699 — 6" max stub 22.SY42 Stub Repair Detail ST-REP05 — 1.5" max stub 23.Trulox Nail Plate Information Detail 160TL 24.Trulox Nail Plate Connection Detail CNTRULOX0201 25. Toe-Nail Detail CNTONAIL0699 Builders FirstSource —Jacksonville Group 6550 Roosevelt Boulevard Jacksonville, Florida 32244 Phone: (904) 772-6100 * Fax (904) 772-1973 -Jo Truss -- -- rust s Type --"- -- Oty Ply DS ALAN MA f - — --- J44953 Cil ROOF TRUSS 24 1 A495957 (optional) ui ers �rst ource, Jacksonville, L. 4.201 SR1 s Oct 17 2001 Mie Industries, nc. ed Apr 16 1 2 2003 Page 1 1-4-0 1-0-0 1-4-0 1-0-0 C Scale = 1:5.6 4.95 12 B A D 3 X. 1-0-0 000 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.09 Vert(LL) -0.00 B >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TU 0.01 A >999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 5 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=-26/Mechanical, B=166/0-3-8, D=14/Mechanical Max Horz B=47(load case 4) Max Uplift C=-26(load case 1), B=-165(load case 4) Max Grav C=54(load case 4), B=166(load case 1), D=14(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=18, B-C=-42 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 19 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is ttig51htI1Nu 1.60 ��tip�ltt ttJq�iiy 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 Ib uplift at ����� �' '�• ��'ir joint C and 165 Ib uplift at joint B. `r}1F1 LOAD CASEIS) Standard V 1VV/ �4a tG S _ * S ATROFk�i ��r�rrrtt';r!itli4l���ts�ti���tr April 16,2003 ob russ Truss ype ----- —_ Qty Ply D AL��NMAR N -- J44953 CJ3 ROOF TRUSS 6 1 A495958 (opt ional) ui ers FirstSource, Jacksonville, FL. 4.201---S-R1—sOct 1 0 1 i e ndustnes, Inc. ed Apr 16-1b:bb:b2 2003 Page 1 1-4-0 2-10-4 1-4-0 2-10-4 C Cale = 1:8.6 4.95 12 �V o B D 2-10-4 2-10-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) -0.00 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.02 A >777 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 11 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 2-10-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=50/Mechanical, B=214/0-3-8, D=40/Mechanical Max Horz B=86(load case 5) Max UpliftC=-76(load case 5), B=-138(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=18, B-C=-43 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 19 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist, they are exposed to wind. If cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 �ltiottcHttinillrirr�� 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 Ib uplift at ��>> t�iii� joint C and 138 Ib uplift at joint B. ���� LSCE A. ti - tF1 �r LOAD CASE(S) Standard yr�,�crS R1 �r�j�+rAyjrat it 1lil1F9`.id44N44� April 16,1003 Job runs— '1 puss -- YPe -- - _____.._.__ ty ply ED�SAL�ON-fvlAFfi6 J44953 HJ4 ROOF TRUSS 12 1 to tionaq A495959 Builders Irrst ource,Jac sonvrlle, L. 4.201 SR1 s Oci 1 01 Mi a Industries, Inc. Wed Apr 1 200a- Page 1 1-10-10 4-0-7 1-10-10 4-0-7 Scale = 1: C 3.50 12 CP oco \W D 4-0-7 4-0-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.01 B-D >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.12 A-B >213 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 15 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-7 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=39/Mechanical, B=201/0-4-15, D=38/Mechanical Max Horz B=48(load case 3) Max UpliftC=-59(load case 5), B=-166(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD A-B=19, B-C=-23 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 19 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist, they are exposed to wind. If cantilevers exist, they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 Muuuor 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 Ib uplift at y����ttlttri rlrt joint C and 166 Ib uplift at joint B. aia`���� �1CX A. LOAD CASE(S) Standard 14 �f' ltd r 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 - Uniform Loads (plf) # '] Vert: A-B=-54.0 w "- Trapezoidal Loads (plf) 5 �, � Vert: B=-2.8-to-C=-54.5, 6=-0.0-to-D=-30.3 ltlpf/Etit:!!IYIiO}A1!A14�ti`���� April 16,2003 Job russ ty P y FR!`D� AL J44953 T01 KINGPOST 3 1 A495960 onal ud ers irst ource, acksonville, 4.201 SR1 s ct 1 i e n ust(riesoti, Inc.) We Apr 1 1 6: 4 0 age 1 -1-4-0 2-11-0 5-10-0 7-2-0 1-4-0 2-11-0 2-11-0 1-4-0 Scale = 1:14.1 4x6 II C 4.95 12 B D r� E o F 2x4 II x4 - 3x _ 3-0-0 2-10-0 2-11-p 5-10-0 { 2-10-0 0-1-0 2-10-0 0-1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.06 Vert(LL) -0.00 F >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.12 Vert(TL) -0.01 F >999 BCLL 10.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 33 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 D TOP CHORD Sheathed or 5-10-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 6 SYP No.1 D REACTIONS (Ib/size) B=423/0-3-8, D=423/0-3-8 Max Horz B=56(load case 4) Max UpliftB=-251(load case 4), D=-251(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-B=22, B-C=-531, C-D=-531, D-E=22 BOT CHORD B-F=442, D-F=442 WEBS C-F=315 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 19 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end 4tt13t5ri�l�irr�4rl verticals exist, they are exposed to wind. If cantilevers exist, they are not exposed to wind. If porchesrJzliy' exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is �`i� 1.60 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 251 Ib uplift at joint B and 251 Ib uplift at joint D. �7 4) Girder carries hip end with 2-10-0 end setback ZL 41 ! r 5) Girder carries hip end with 2-11-0 end setback I ~y rpm S ATE OF �~ ,0�, , LOAD CASEIS) Standard C�R'tM,�'a� 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) r�Rdxrr;irdF�tkst;+;tti+'"��� Vert: B-D=-30.0, A-C=-54.0, C-E=-54.0 April 16,2003 Concentrated Loads (lb) Vert: F=-221.5 o� Truss Truss Type - -- ty fly R DS-SA—LO UN—MA R N J44953 V01 ROOF TRUSS 80 1 A495961 (optional) Builders Ifirst ource, Jac sonville, F L. 4.201 SRl s Oct 1 MiTek Industries, Inc. Wed Apr 16 16: 6: 6 2003 Page 1 17-11-8 17-11-8 REFE`rO DRAWING VALTRUSS1001 FOR VALLEY TRUSS DETAIL INFORMATION. Scale = 1:31.3 � 1 L- 1.50 12 D 1l V ✓ 2x4 II 2x4 II C 3x4 - B 3x4 A v 0 4 M 2x4 11 3.00 12 2x4 11 3x4 ; SHIM TO PROVIDE FULL CONTACT WITH BEARING 4-0-0 8-0-0 12-0-0 16-0-0 17-11-8 4-0-0 4-0-0 4-0-0 4-0-0 1-11-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.04 D-E >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.04 D-E >999 BCLL 10.0 Rep Stress Incr YES WB 0.09 Horz(TL) -0.00 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 59 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) H=153/0-8-0, D=200/0-8-0, G=245/0-8-0, F=499/0-8-0, E=222/0-8-0 Max Horz H=171(load case 4) Max Uplift H=-47(load case 2), D=-131(load case 4), G=-88(load case 4), F=-286(load case 2), E=-34(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-H=-117, A-B=-61, B-C=-52, C-D=-77 BOT CHORD G-H=62, F-G=62, E-F=68, D-E=43 WEBS B-G=-123, C-F=-400 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 19 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category enclosed texposure e00 verticals exist,they are exposed to windfantilvsexis they are of exposedto wid1f porches *§'0�jt4 r��+hrr�rr�r���riy exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is � SCE A. r�a� 1.60 �' 40 rte: 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 Ib uplift at I joint H, 131 Ib uplift at joint D, 88 Ib uplift at joint G, 286 Ib uplift at joint F and 34 Ib uplift at joint E. LOAD CASE(S) Standard 5 ATE OF rr POP,, April 16,2003 Job Yruss russ Type — tyly R D-S�ACOON MAiVO A495962 J44953 V01G ROOF TRUSS 2 1 (o tional) uilders First ource, Jacksonvil e, L. 4,201 1 sOct 17 2001 MiTek Industries, Inc. Wed Apr 16 1 2003 Page 1 17-11-8 17-11-8 l I� Scale: 3/8"=1' 1.50 Fi2 2x4 II 2x4 II 2x4 II 2x4 II G 3x4 - 2x4 1T'"'. 2x4 II D E F 3x4 C A B a_ v 1 J 2x4 11 _o K 2x4 II 3.00 12 0 O 02x4 11 2x4 II 2x4 II 2x4 II 3x4 REFER TO DRAWING VALTRUSS1001 FOR VALLEY TRUSS DETAIL INFORMATION. 17-11-8 17-11-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) n/a n/a BCLL 10.0 Rep Stress Incr NO WB 0.18 Horz(TL) -0.00 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 661b LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D TOP CHORD Sheathed or 4-5-10 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, WEBS 2 X 4 SYP No.3 Except: OTHERS 2 X 4 SYP No.3 6-0-0 oc bracing: J-K,H-1. REACTIONS (Ib/size) 0=70/17-11-8, H=429/17-11-8, N=168/17-11-8, M=209/17-11-8, L=140/17-11-8, K=426/17-11-8, J=-811/17-11-8, 1=1571/17-11-8 Max Horz 0=165(load case 4) Max UpliftH=-204(load case 4), N=-139(load case 4►, M=-86(load case 2), L=-68(load case 4), K=-181(load case 2), J=-811(load case 1), 1=-692(load case 2) Max Grav 0=70(load case 1), H=429(load case 1), N=168(load case 1►, M=209(load case 1), L=140(load case 1), K=426(load case 1), J=351(load case 2), 1=1571(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD A-0=-57, A-B=2, B-C=-15, C-D=-16, D-E=6, E-F=-31, F-G=72, G-H=41 BOT CHORD N-0=10, M-N=11, L-M=9, K-L=15, J-K=-16, I-J=74, H-1=13 WEBS B-N=-134, C-M=-162, D-L=-124, E-K=-298, F-J=524, G-1=-1116 NOTESOyaxl�cxtMi�inurarr/rrVri,,'i 1)This truss has been checked for unbalanced loading conditions. ���� 4,��E q��✓r 2)This truss has been designed for the wind loads generated by 120 mph winds at 19 ft above ground level �� tJFr '9r, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an . occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end _ verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches - exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is *# 1.60 r tC',•^ 3► Gable requires continuous bottom chord bearing. S 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 Ib uplift c4 at joint H, 139 Ib uplift at joint N, 86 Ib uplift at joint M, 68 Ib uplift at joint L, 181 Ib uplift at joint K,811 lb uplift at joint J and oint 1. 5) Gap between inside oft p cuplift bearing and first diagonal or vertical web shall not exceed 0.500in. �j����isrr� t..�.n,ltil4,1!t�ss. LOAD CASE(S) Standard April 16,2003 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-H=-114.0, H-0=-30.0 Jo Truss russ ype ty ly F�Eb�ALOON A�AR�N A495963 J44953 V02 ROOF TRUSS 6 1 (optional) uilders First ource, acksonville, 4.201 SR 1 s Oct 17 20C1 iTek Industries, Inc. Wed Apr 16 16:66:58 2003 Page 1 REFER TO DRAWING VALTRUSS1001 FOR VALLEY TRUSS DETAIL INFORMATION. 2-2-0 2x4 11 \, 2x4 11 2-2-0 B 1.50 12 Scale = 1:11.8 Y CC 4-- C9 � o 0 x4 II 3.00 FfT SHIM TO PROVIDE FULL CONTACT WITH BEARING 4 2-2-0 2-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.09 Vert(LL) -0.00 D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.00 D >999 BOLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 11 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) D=7910-8-0, C=79/0-8-0 Max Horz D=105(load case 3) Max Uplift D=-78(load case 2), C=-78(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD A-D=-52, A-B=-16, B-C=-49 BOT CHORD C-13=17 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 19 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category-U, condition 1 enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is ��cti�titiun�rrr.rU�ti� 1.60 vul� 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at 01 IF joint D and 78 Ib uplift at joint C. yti`1 tIF LOAD CASE(S) Standard S ATE OF April 16,2003 Job Truss fuss TYPe -- Qty Ply –FBF D�SAL��N—MAR�f�--- A A495964 J44953 V03 ROOF TRUSS 6 1 (optional) Builders ust ource, acksonville, L. 4. 01 R1 s ct 1 2001 Wi a Industries, nc. ed pr 1 16: 6:5 00 age 1 9-11-8 9-11-8 Scale = 1:17.4 1.50 12 B 3x4 11 A 3x4 o� N SHIM TO PROVIDE FULL IT CONTACT WITH BEARING 3.00 FTT REFER TO DRAWING VALTRUSS1001 FOR VALLEY TRUSS DETAIL INFORMATION. 2 4 4-0-0 8-0-0 9-11-8 4-0-0 4-0-0 1-11-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0.03 B-C >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.04 B-C >999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 28 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) D=222/0-8-0, B=226/0-8-0, C=212/0-8-0 Max Horz D=86(load case 4) Max UpliftD=-121(load case 2), B=-143(load case 4), C=-27(load case 4) FORCES (Ib)- First Load Case Only TOP CHORD A-D=-264, A-6=-338 BOT CHORD C-D=335, B-C=313 NOTES 11 This truss has been checked for unbalanced loading conditions. 21 This truss has been designed for the wind loads generated by 120 mph winds at 19 ft above ground level , using 5.0 psf top chord dead load and 5.0 ps€bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porchesrtirtti�tit�srsn�uu�tl,�f�i exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is1.60 ` ,IN'''��E 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 Ib uplift 01" AV. - IFI at joint D, 143 lb uplift at joint B and 27 Ib uplift at joint C. LOAD CASE(S) Standard iE w k S AT:OF ED�f�j%`rrrtrr 1t!1.�tEtiJti�x April 16,2003 ob russ russ�vpe - -- Qty Ply FREES SAM MAR A495965 J44953 VO4 ROOF TRUSS 3 1 (o tional) Builders First ource, -' sonville, 01 1 sOct 1 00' i ek Industries, nc. Wed Apr 16 16:57:00 2003 Page 1 10-7-13 21-3-9 10-7-13 10-7-12 Scale = 1:38.0 4x6 = 2x4 F 2x4 II E G 4.95 Fff 2x4 11 2x4 II D H 2x4 11 2x4 11 CI \mss 20 II 2x4 II B J A o 0SU 0 0 o 3x4 U T S R Q P O N M L 3x4 2x4 II 2x4 II 2x4 11 2x4 II 2x4 11 3x4 = 2x4 II 2x4 11 2x4 11 2x4 11 REFER TO DRAWING VALTRUSS1001 FOR VALLEY TRUSS DETAIL INFORMATION. 21-3-9 21-3-9 ate sets - - - - � - - - - - - - - - - - - , - - - - - - - - - - - , [J:0-0-0,0-0-01, [K:0-0-0,0-0-0], [R:0-0-0,0-0-0], [S:0-0-0,0-0-01, [T:0-0-0,0-0-01, [U:0-0-0,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) n/a n/a BCLL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 971b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=113121-3-9, K=1 12/21-3-9, M=-30/21-3-9, Q=14121-3-9, L=290121-3-9, N=148/21-3-9, O=181/21-3-9, P=124/21-3-9, U=281/21-3-9, T=124/21-3-9, S=186/21-3-9, R=123/21-3-9 Max Horz A=-94(load case 5) Max UpliftA=-28(load case 5), K=-28(load case 5), M=-30(load case 7), L=-159(load case 5), N=-79(load case 5), 0=-104(load case 5), P=-21(load case 5), U=-154(load case 4),T=-68(load case 4), S=-105(load case 4), R=-37(load case 4) Max Grav A=113(load case 1), K=1 12(load case 1), M=14(load case 5), Q=51(load case 5), L=290(load case 7), N=148(load case 1), O=182(load case 7), P=128(load case 7), U=281(load case 6),T=124(load case 1),S=186(load case 6), R=126(load case 6) FORCES (lb) - First Load Case Only `���� C,E A. VI�,� TOP CHORD A-13=35, B-C=-30, C-D=20, D-E=16, E-F=-11, F-G=-11, G-H= 25, H 1=-21, I J= 30, -10 'S LFI "fir .f J-K=-32 BOT CHORD A-U=2,T-U=2, S-T=2, R-S=2, Q-R=2, P-Q=2, O-P=2, N-0=2, M-N=2, L-M=2, K-L=2 G X44 "� WEBS F-Q=-24, J-L=-171, I-N=-84, H-0=-119, G-P=-71, B-U=-171, C-T=-84, D-S=-119, E-R=-71 NOTES r 5 ATEOF 1)This truss has been checked for unbalanced loading conditions. ~� 1'� 2) This truss has been designed for the wind loads generated by 120 mph winds at 19 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end �;�f ED verticals exist,they are exposed to wind. If cantilevers exist, they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is April 16,2003 1.60 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 Ib uplift at joint A, 28 Ib uplift at joint K, 30 Ib uplift at joint M, 159 Ib uplift at joint L, 79 Ib uplift at joint N, 104 Ib uplift at joint 0, 21 Ib uplift at joint P, 154 Ib uplift at joint U, 68 Ib uplift at joint T, 105 Ib uplift at joint S and 37 Ib uplift at joint R. Standard Jab russ Truss Type qty Ply FE6�SAL0Z5N MARS J44953 V05 ROOF TRUSS 3 1 A495966 (optional) Builders first ource, acksonville, L. 4.201 SR1 s Oct 17 2001 MiTek n ustries, nc. ed Apr 16 16:5 :02 003 age 1 10-0-8 20-1-1 10-0-8 10.0.9 Scale = 1:33.3 REFER TO DRAWING VALTRUSS1001 FOR VALLEY TRUSS DETAIL INFORMATION. 4x6 = D 4.95 r 12 2x4 II 2x4 II C E 2x4 II 2x4 II B F A G 0 0 00 0 0 3x4 L K J I H 3x4 2x4 II 2x4 II 2x4 II 2x4 II 5x6 = 20-1-1 20-1-1 Plate Offsets _ _ _ LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.09 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) n/a n/a BCLL 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 771b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=102/20-1-1, G=109/20-1-1, H=345/20-1-1, J=91/20-1-1, 1=282/20-1-1, L=350/20-1-1, K=285/20-1-1 Max Horz A=-94(load case 5) Max UpliftA=-26(load case 5), G=-27(load case 5), H=-188(load case 5), 1=-154(load case 5), L=-194(load case 4), K=-154(load case 4) Max Grav A=102(load case 1), G=109(load case 1), H=345(load case 1), J=91(load case 1), 1=283(load case 7), L=350(load case 1), K=286(load case 6) FORCES (Ib) - First Load Case Only TOP CHORD A-13=38, B-C=37, C-D=-34, D-E=-34, E-F=-46, F-G=-37 BOT CHORD A-L=3, K-L=3, J-K=3, 1-J=3, H-1=3, G-H=17 WEBS D-J=-57, F-H=-216, E-1=-184, B-L=-221, C-K=-184 NOTES �1�tttt>ulittilrtait/rt 1) This truss has been checked for unbalanced loading conditions. �`��� Cv 2)This truss has been designed for the wind loads generated by 120 mph winds at 19 ft above ground level `.�` 4+ SII using 5.0 psf tap chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an �' occupancy category 11, condition I enclosed building,with exposure B ASCE 7-98 per FBC2001 If end 4Al '1kverticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is * '� 1.60 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 Ib uplift at S ATE t7 joint A, 27 Ib uplift at joint G, 188 Ib uplift at joint H, 154 Ib uplift at joint I, 194 Ib uplift at joint L and ~' 154 Ib uplift at joint K. ED LOAD CASE(S) Standard April 16,2003 Jo 'Truss runs Type "2001 Py Ff F S SALO0-t�--MARTA495967 J44953 V06 ROOFTRUSS 1to tional) ui ders first ource,Jacksonville, L. 4. 01 R1 s In ustnes, nc. ed Apr 16 16: 7:0 0 age 1 6-6-4 6-6-4 2x4 II Scale = 1:14.3 REFER TO DRAWING VALTRUSS1001 FOR VALLEY TRUSS DETAIL INFORMATION. C 4.95 12 20 II Q A 2x4 2x4 II 2x4 II 6-6-4 6-6-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.09 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) n/a n/a BCLL 10.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 231b LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=72/6-6-4, D=103/6-6-4, E=298/6-6-4 Max Horz A=141(load case 3) Max UpliftD=-43(load case 4), E= 164(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=34, B-C=19, C-D=-66 BOT CHORD A-E=0, D-E=0 WEBS B-E=-192 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 19 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end ``�ttut+1t11j/+1Nfijjfj verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches pa4� exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is J``�� TS 1.60 KIFif^� 2) Gable requires continuous bottom chord bearing. `, 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 Ib uplift at joint D and 164 Ib uplift at joint E. * ZE _ LOAD CASE(S) Standard rt S ACES w rrrr:ryrltirttStt�t April 16,2003 Job russ Thuss-rype ty ly R (7S SACOON N A495968 J44953 V07 ROOF TRUSS 6 1 (optional) uiders frst ource, acksonv�lle, L. 0 R1 s Oct 17 2001 MiTek n ustries, Inc. Wed Apr 16 16:57:04 2003 Page 1 5-11-0 5-11-0 2x4 II Scale = 1:13.1 REFER TO DRAWING VALTRUSS1001 FOR VALLEY TRUSS DETAIL INFORMATION.0 4.95 12 2x4 II B A 2x4 2x4 II 2x4 II 5-11-0 5-11-0 ate sets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 lumber Increase 1.25 BC 0.04 Vert(TL) n/a n/a BCLL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 21 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) A=62/5-11-0, D=94/5-11-0, E=267/5-11-0 Max Horz A=1 26(load case 3) Max UpliftD=-39(load case 4), E=-147(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=30, B-C=17, C-D=-60 BOT CHORD A-E=0, D-E=0 WEBS 8-E=-172 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 19 ft above ground level 111;�tylUtntjrurr�rt using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 1 enclosed building,with exposure B ASCE 7-98 per FBC2001 If end verticals exist, they are exposed to wind. If cantilevers exist, they are not exposed to wind. If porches wN` � ' A«+1 exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is �¢ � ij��+' 1.60 2) Gable requires continuous bottom chord bearing. - 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 Ib uplift at joint D and 147 Ib uplift at joint E. ,-Y. h S A'T'E OF LOAD CASE(S) Standard �r�rrr;rt3tlFai�l4�93�ttisi� April 16,2003 ---- -._ - o russ russ ype ty Ply F)'�E6S— A$LOON—MARO A495969 J44953 V08 ROOF TRUSS 3 1 (optional) wlders first ource, Jacksonville, FL. 4.201 R1 s ct 1 001 MiTek In ustnes, nc. ed Apr 1 :0 2003 age 1 8-2-11 16-5-7 8-2-11 8-2-12 REFER TO DRAWING VALTRUSS1001 FOR VALLEY TRUSS DETAIL INFORMATION. Scale = 1:26.3 4x6 = C 4.95 F12 2x4 II 2x4 II B D A E Li 3x4 3x4 2x4 II 2x4 11 2x4 I I 16-5-7 16-5-7 Plate Offsets - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) n/a n/a BCLL 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 561b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=110/16-5-7, E=110/16-5-7, G=342/16-5-7, F=349/16-5-7, H=349/16-5-7 Max Horz A=-76(load case 5) Max UpliftA=-33(load case 5), E=-33(load case 5), G=-60(load case 4), F=-200(load case 5), H=-200(load case 4) Max Grav A=1 10(load case 1), E=1 10(load case 1), G=342(load case 1), F=360(load case 7), H=360(load case 6) FORCES (lb) - First Load Case Only TOP CHORD A-B=18, B-C=-66, C-D=-66, D-E=-50 BOT CHORD A-H=22, G-H=22, F-G=22, E-F=22 WEBS C-G=-215, D-F=-219, B-H=-219 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 19 ft above ground level �illttt5tlialrr+tkJrj using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an A, occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end 1.�� verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches ti "S1F1 r .y exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ZZ ;! 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 Ib uplift at M w joint A, 33 Ib uplift at joint E, 60 Ib uplift at joint G, 200 Ib uplift at joint F and 200 Ib uplift at joint H. a Ilk 5 ATF OFr LOAD CASE(S) Standard ��'�}��LORI �` �'����• ���Udl NhtiltlldS}'Lt4\i�\�`� April 16,2003 Job russ russ ype ty Ply FADS SAL6�MARON A495970 J44953 V09 ROOF TRUSS 3 1 (optional) ui ders trst ource, Jacksonville, L. 4.201 SR1 sOct 1 2001 i e ndustnes, Inc. Wed Apr 16 16:57:06 2003 Page 1 7-7-7 15-2-14 7-7-7 7-7.7 Scale = 1:24.3 REFER TO DRAWING VALTRUSS1001 FOR VALLEY TRUSS DETAIL INFORMATION. 4x6 = C 4.95 12 2x4 II 2x4 II �. D B E A 3x4 2x4 Il 2x4 II 2x4 it 3x4 15-2-14 15-2-14 Plate Offsets [E:0-0-0,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TU n/a n/a BCLL 10.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 52 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=113/15-2-14, E=113/15-2-14, G=280/15-2-14, F=325/15-2-14, H=325/15-2-14 Max Horz A=70(load case 4) Max UpliftA=-32(load case 5), E=-37(load case 5), G=-43(load case 4), F=-185(load case 5), H=-185(load case 4) Max Grav A=113(load case 1), E=1 13(load case 1), G=280(load case 1), F=334(load case 7), H=334(load case 6) FORCES (Ib) - First Load Case Only TOP CHORD A-B=21, B-C=-57, C-D=-57, D-E=-47 BOT CHORD A-H=17, G-H=17, F-G=17, E-F=17 WEBS C-G=-178, D-F=-203, B-H=-203 NOTES 1) This truss has been checked for unbalanced loading conditions. �i1ri11altittttrry 2)This truss has been designed for the wind loads generated by 120 mph winds at 19 ft above ground level `1�ctitt 11y using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an �.>>� (",� occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end moo` verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches ,* meg ;FI �v'„ exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is C3' �A Xd c 1.60 2 3) Gable requires continuous bottom chord bearing. S *€ -A- 4) 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 Ib uplift at k. joint A, 37 Ib uplift at joint E, 43 Ib uplift at joint G, 185 Ib uplift at joint F and 185 Ib uplift at joint H. r S ATE OF `p 4 LOAD CASE(S) Standard April 16,2003 o Truss russype Oty Pfy FREDS SAL60ti—N1AR�N --- A495971 J44953 V10 ROOF TRUSS 3 1 (o tional) Builders FirstSource, Jacksonville, 4.201 SR1 s Oct 17 20C1 1 e n ustnes, nc. Wed Apr 16 16:57:07 200S Page 1 7-0-3 14-0-5 703 702 REFER TO DRAWING VALTRUSS1001 FOR VALLEY TRUSS DETAIL INFORMATION. Scale = 1:22.4 4x6 = 4.95 r 12 2x4 II 2x4 11 B D `►jV`� E A LJ L:J 3x4 2x4 II 2x4 II 2x4 Il 3x4 14-0-5 14-0-5 Plate sets - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) n/a n/a BCLL 10.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 48 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=114/14-0-5, E=114/14-0-5, G=214/14-0-5, F=306/14-0-5, H=306/14-0-5 Max Horz A=63(load case 4) Max UpliftA=-31(load case 5), E=-41(load case 5), G=-25(load case 4), F=-172(load case 5), H=-172(load case 4) Max Grav A=114(load case 1), E=114(load case 1), G=214(load case 1), F=312(load case 7), H=312(load case 6) FORCES (Ib) - First Load Case Only TOP CHORD A-B=24, B-C=-48, C-D=-48, D-E=-43 BOT CHORD A-H=13, G-H=13, F-G=13, E-F=13 WEBS C-G=-137, D-F=-190, B-H=-190 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 19 ft above ground level L��+��;ttt I Irrt'r1111,0/f� using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an 'ti,� occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches ;F �'j� exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is fi3" 1.60 3) Gable requires continuous bottom chord bearing. L * 1 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 Ib uplift at joint A,41 Ib uplift at joint E, 25 Ib uplift at joint G, 172 Ib uplift at joint F and 172 lb uplift at joint H. S ATS OF ` LOAD CASE(S) Standard �� sOR I ED rr141-14a rIlli1t. April 16,2003 Job russ russ ype — 6ty Ply FSAL MAIN J44953 V11 ROOF TRUSS 3 1 A495972 (optional) uil ers FirstSource, acksonvil e, FL. 4.201 SR1 s Oct 17 2001 MiTek ndustries, Inc. Wed Apr 1 6: 9 2 3 age 1 6-4-14 12-9-12 6-4-14 6-4-14 = REFER TO DRAWING VALTRUSS1001 FOR VALLEY TRUSS DETAIL INFORMATION. Scale 1:20.5 4x6 4.95 F112- 2x4 II 2x4 II / A E Ll 3x4 w� 2x4 II 2x4 II 2x4 II 3x4 12-9-12 12-9-12 Plate Offsets ): - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) n/a n/a BCLL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 44 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=114/12-9-12, E=114/12-9-12, G=139/12-9-12, F=293/12-9-12, H=293/12-9-12 Max Horz A=57(load case 4) Max UpliftA=-33(load case 4), E=-43(load case 5), G=-3(load case 4), F=-162(load case 5), H=-162(load case 4) Max Grav A=114(load case 1), E=1 14(load case 1), G=139(load case 1), F=295(load case 7), H=295(load case 6) FORCES (Ib) - First Load Case Only TOP CHORD A-B=29, B-C=-40, C-D=-40, D-E=-38 BOT CHORD A-H=8, G-H=8, F-G=8, E-F=8 WEBS C-G=-92, D-F=-180, B-H=-180 NOTES 1) This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 19 It above ground level `�pilllNiN�futUrHrttrjiu using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an �`���� �� A. uiiy� occupancy category 11, condition I enclosed building, with exposure B ASCE 7p98 per FBC2001 porches end o` + �F� A„�r��� verticals exist,they are exposed to wind. If cantilevers exist, the are not exposed to wind. If orches exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Gable requires continuous bottom chord bearing. = * .� 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 Ib uplift at joint A, 43 Ib uplift at joint E, 3 Ib uplift at joint G, 162 Ib uplift at joint F and 162 Ib uplift at joint H. ,� ? 5 A'CF OF �i LOAD CASE(S) Standard '�r`�jsL{�R1��y`�y`4�� t!tanmlii 1"AIV:4���� April 16,2003 o russ russ ype ------ -- Oty P-iy J44953 V12 ROOF TRUSS 3 1 A495973 (o tional) u!I ers first ource,Jacksonville,— L. 4.201 1 s ct 1 0 1 M!Tek ndustries, nc. Wed Apr 16 1 : 10 003 age 1 5-9-10 11-7-4 5-9-10 5-9-10 = REFER TO DRAWING VALTRUSS1001 FOR VALLEY TRUSS DETAIL INFORMATION. Scale 1:78.5 4x6 = 4.95(TT 2x4 II 2x4 II B D CS A E 3x4 2x4 II 2x4 II 2x4 II 3x4 11-7-4 11-7-4 Plate Offsets ): - - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) n/a n/a BCLL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 240 Weight: 40 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=112/11-7-4, E=112/11-7-4, G=47/11-7-4, F=290/11-7-4, H=290/11-7-4 Max Horz A=51(load case 4) Max UpliftA=-35(load case 4), E=-44(load case 5), F=-157(load case 5), H=-157(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=34, B-C=-32, C-D=-32, D-E=-33 BOT CHORD A-H=3, G-H=3, F-G=3, E-F=3 WEBS C-G=-39, D-F=-175, B-H=-175 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 19 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an ��p�t;�ttt71111+t'+++r��+� occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end ��'ZON A. 4ir,�y verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches �X A exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is g. IFJ 1.60 `` 31 Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 Ib uplift at ? E joint A, 44 Ib uplift at joint E, 157 Ib uplift at joint F and 157 Ib uplift at joint H. * * c TE LOAD CASE(S) Standard 3 �" OF ED rt+fi+rl rY�!Itls41!1Td��:`ay�* April 16,2003 Job russ russ ype - — Qty ply J44953 V13 ROOF TRUSS 3 1 A495974 to tional) Builders first ource, acksonvil e, L. 4. 01 1 s ct 1 1 i ek ndustnes, Inc. Wed Apr 16 1 :11 03 age 1 F — 5-2-5 10-4-11 5-2-5 5-2-6 REFER TO DRAWING VALTRUSS1001 FOR VALLEY TRUSS DETAIL INFORMATION. Scale = 1:16.6 4x6 = c /►/1 4.95 12 2x4 II 2x4 II B D A E H Li 2x4 7�- 2x4 II 2x4 II 2x4 II 2x4 10-4-11 10-4-11 Plate Offsets - LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) n/a n/a BCLL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 35 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=109/10-4-11, E=109/10-4-11, G=-82/10-4-11, F=307/10-4-11, H=307/10-4-11 Max Horz A=45(load case 4) Max UpliftA=-36(load case 4), E=-44(load case 5), G=-8211oad case 1), F=-160(load case 5), H=-161(load case 4) Max Grav A=109(load case 6), E=109(load case 7), G=75(load case 5), F=307(load case 1), H=307(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=42, B-C=-27, C-D=-27, D-E=-25 BOT CHORD A-H=-4, G-H=-4, F-G=-4, E-F=-4 WEBS C-G=31, D-F=-181, B-H=-181 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated b 120 mph winds at 19 ft above round level {nt1i°11rru+r 9 9 Y p g using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an a���� � occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end �o verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches ; 1( exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is = � 1.60 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 Ib uplift at x joint A, 44 Ib uplift at joint E, 82 Ib uplift at joint G, 160 Ib uplift at joint F and 161 Ib uplift at joint H. ; k '~ LOAD CASE(S) Standard ''y '.t {�R ,lip/`rrfill AZW O0y,`,•ttiy�'4�1 April 16,2003 Duval County Property Appraiser - Parcel Information Page 1 of 1 Owner's Name: B & K PROPERTY Real Estate Number: 171090 0000 MANAGEMENT&, DEVELOPMENT INC Property Address: 1447 MAYPORT RD Mailing Address:1403 UNIVERSITY BV N SUITE 236 City: ATLANTIC BEACH JACKSONVILLE , FL Zip: 32233 Unit Number: 322 32211-5249 2006 Exempt Value: $0.00 PARCEL DESCRIPTION Property Use: 1692 SHOP CTR NB HD Transaction Date: 3/12/2002 Transaction price displayed is based on Legal Description: 30-60 38-2S-29E .68 the actual amount of ROYAL PALMS UNIT 01 PT TRACT A,PT Transaction Price: $200,000.00 documentary stamps CASTRO Y FERRER- GRANT RECD O/R 10403- paid at the time of 2026 BEING PARCEL D recording. The current rate is 70 cents per $100. Neighborhood: 003120 ROYAL PALMS UNIT 01 Section/Township/Range: 17-2S-29E No. Buildings: 1 Official Record Book and Page: 10403- Heated Area: 7360 2026 Map Panel; 556A2 Exterior Wall: CONCRETE BLOCK VALUES AND TAXES FROM 2005 CERTIFIED TAX ROLL Land Value: $192,537.00 Taxing Authority: USD3 Class Value: $0.00 County Tax: $3,774.09 Improvements: $400,938.00 School Tax: $4,750.17 Market Value: $593,475.00 District Tax: $1,778.88 Assessed Value: $593,475.00 Other Tax: $297.04 Exempt Value: $0.00 Voted Tax: $249.85 Taxable Value: $593,475.00 Sr. Exempt: $0.00 Sr. Taxable: $0.00 Total Tax: $10,850.03 _ _ ----- —— y -— - - Job Truss runs Type Oty Ply FRE15 SATO�N MARON A495975 J44953 V14 ROOF TRUSS 3 1 (optional) uil ers irst ource, acksonville, 4.2-- 01 ��t1 s ct 1 1 i ek ndustries, nc. ed pr 16 16:57:12003 Page 1 4-6-10 9-1-4 4-6-10 4-6-10 REFER TO DRAWING VALTRUSS1001 FOR VALLEY TRUSS DETAIL INFORMATION. Scale = 1:14.5 4x6 = B 4.95 FIT V C A 2x4 2x4 II 2x4 9-1-4 9-1-4 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) n/a n/a BCLL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 28 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=130/9-1-4, C=130/9-1-4,D=380/9-1-4 Max Horz A=39(load case 4) Max UpliftA=-59(load case 4), C=-66(load case 5), D=-107(load case 4) Max Grav A=136(load case 6), C=137(load case 7), D=380(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=-58, B-C=-58 BOT CHORD A-D=24, C-D=24 WEBS B-D=-224 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 19 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an �r4` t�,E A. u��ii occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end �.��� '�+ +ay % verticals exist,they are exposed to wind. If cantilevers exist, they are not exposed to wind. If porches c -tTI �� ,��'f exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 = 3) Gable requires continuous bottom chord bearing. * '] 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 Ib uplift at J - �1 joint A, 66 Ib uplift at joint C and 107 Ib uplift at joint D. S AT—r.OF k�i LOAD CASE(S) Standard �r'��ld' OR IED April 16,2003 -_-- - PT FRES-AL6�t� MARON o russ Truss Type �Y Y A495976 J44953 V15 ROOF TRUSS 3 1 (o tionalI uilders rrst ource, Jac sonville, L. 4. 1 1 s ct 1 01 Mi ek Industries, nc. ed Apr 16 16:57:13 003 age 3-4.1 6-8-2 3-4-1 3-4-1 Scale = 1:10.7 4x6 = REFER TO DRAWING VALTRUSS1001 FOR VALLEY TRUSS DETAIL INFORMATION. 4.95 12 B C A 2x4 2x4 f1 2x4 6-8-2 6-8-2 ate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) n/a n/a BCLL 10.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=104/6-8-2, C=104/6-8-2, D=228/6-8-2 Max Horz A=26(load case 4) Max UpliftA=-53(load case 4), C=-58(load case 5), D=-47(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=-34, B-C=-34 BOT CHORD A-D=12, C-D=12 WEBS B-D=-131 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 19 ft above ground levelumiaiirrur1 using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an ��gtittG j�lir� occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches ��`� + +aq 7 1/1 exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is ti` -�iFI�� 1.60 3) Gable requires continuous bottom chord bearing. =_ 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 Ib uplift at joint A, 58 Ib uplift at joint C and 47 Ib uplift at joint D. 1 4 r S ATE OF c� LOAD CASE(S) Standard �Crs r FL? 1�� lfr'tittf{r!:l!e 11 is(�S;RiC�.\�� April 16,2003 Joh russ russ—Type qty PlyE AS L0ON MAR N A495977 J44953 V16 ROOF TRUSS 3 1 (optional) udders Firstource,Jacksonvi le, L. 4.201 SR 1 s ct—17 2001 MiTek Industries, Inc. Wed Apr 16 16:57:14 2003 Page 1 2-1-8 4-3-1 2-1-8 3x4 = 2-1-9 Scale = 1:6.8 4.95 12 B C >�! A 2x4 2x4 REFER TO DRAWING VALTRUSS1001 FOR VALLEY TRUSS DETAIL INFORMATION. 4-3-1 4-3-1 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.03 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) n/a n/a BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 11 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) A=117/4-3-1, C=11714-3-1 Max Horz A=14(load case 4) Max UpliftA=-41(load case 4), C=-41(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-B=-110, B-C=-110 BOT CHORD A-C=91 NOTES 1) This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 19 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches ��3tt++twt���?4rt�grf�j exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is ,0 CE A. 1.60 0$' IFI 3) Gable requires continuous bottom chord bearing. 4► Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 Ib uplift at joint A and 41 Ib uplift at joint C. / Ifi LOAD CASE(S) Standard % S S ATE OF ED April 16,2003 DATED II`I1 F3 PAGE 1 Order Take-Off Sheet REQ.QUOTE DATE / / ORDER# IJ44953 ORDER DATE 04/11/03 QUOTE# IJ44953 DELIVERY DATE / / CUSTOMER ACCT# 000000008 Builders DATE OF INVOICE / / CUSTOMER PO# FirstSource ORDERED BY INVOICE# TERMS SUPERINTENDANT SALES REP JEFF MARON JOBSITE PHONE# SALES AREA Jacksonville JEFF MARON SALES JOB NAME:FRED'S SALOON LOT# SUBDIV: S 10 ° 6550 ROOSEVELT BLVD MODEL:FACADE TAG: JOB CATEGORY:Roof D DELIVERY INSTRUCTIONS: T O `. S P1495 MAYPORT ROAD SPECIAL INSTRUCTIONS: T ' ATLANTIC BEACH, FL BY DATE BUILDING DEPARTMENT OVERHANG INF HEEL HEIGHT REQ.LAYOUTS REQ.ENGINEERING QUOTE Duval END CUTI RETURN I NONE NONE LAYOUT GABLE STUDS 1 0 IN.OC CUTTING ! / ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL sTRess iNca. ROOF TRUSS SPACING:24.0 IN.O.C. (TYP.) INFORMATION 20.0,7.0,10.0,5.0 1.25 PROFILE QTY PITCH TYPE BASE O/A LUMBER OVERHANG I CANTILEVER STUB PLY TOP IBOT ID SPAN SPAN TOP I BOT LEFT I RIGHT LEFT I RIGHT LEFT RIGHT JACK 24 4.95 0.00 CJ1 01-00-00 01-00-00 2 X 4 2X4101-04-00 JACK G� 6 1 4.95 0.00 CJ3 02-10-04 102-10-04 2 X 4 2 X 4101-04-00 GIRDER 12 3.50 0.00 HJ4 04-00-07 1 04-00-07 2 X 4 2 X 4 01-10-10 KINGPOST 3 1 4.95 0.00 T01 05-10-00 05-10-00 2 X 6 2 X 4 01-04-00 01-04-00 VALLEY 80 1 1.50 3.00 Vol 17-11-08 17-11-08 2 X 412 X 4 VALLEY 2 1.50 3.00 V01G 17-11-08 17-11-08 2 X 4 2 X 4 VALLEY LEI 1 6 1.50 3.00 V02 02-02-00 02-02-00 2 X 4 2 X 4 VALLEY 6 1.50 3.00 V03 09-11-08 09-11-08 2 X 4 2 X 4 VALLEY ®�3 4.95 0.00 VO4 21-03-09 21-03-09 2 X 4 2 X 4� �.--- ---1 -1�_ VALLEY--�- --� �-- --L -- - --------- 3 4.95 0.00 VOS 20-01 01 20-01-01 2 X 4 2 X 4 L VALLEY 6 4.95 0.00 -V06 _-_ 06_06.04 1 06-06=04 2 X 4 2 X 4 VALLEY 4.95 0.00 V07 05-1100 j 05-11_00 2_X 4 2 X 4�-_- VALLEY 3 4.95 0.00 V08 16-05-07 16-05-07 2 X 4 2 X 41 I � I VALLEY 3 4.951 0.00 V09 15-02-14 1 15-02-14 2 X 4 2 X 41 1 VALLEY I -- - ---- --��-�-=------- - ® 3 4.95 0.00 V10 14-00-05 14-00-OS 2 X 4 2 X 4 VALLEY �1 3 [__4.95 0.00_ V11 12_09-12 12-09_12 I2 X 4�2 X 4 3 4.951 0.00 VALLEY V1211-07-04 11_07_042 X 4�2 X 41-- -_ -- - -� - VALLEY -31 4 .951 0.00 V13 10-04-11 100=04-11-12 X 412 X ------� - -� - 1---- -- - - ---- - -�1 ---1 -4- ___0.0j0 -' _ VALLEY 3 -1�.-----1---L- ------L-------1 - -�------ -- --1_ 95 0 00 V14 09-01-04 09-01-04 2 X 4 2 X 4 i VALLEY - - ----- _31 -J L- 1�1_-_ ] 1--1 --- 1 -- -- 1--- -� --- - - - 3 4.95 0.00 V15 06-08-02 06-OS-02 2 X 4 2 X 4 VALLEY ------ 1- - ---- --... 3 4.95 0.00 V16 04-03-01 04-03-01 2 X 4 2 X 4 L Trusses 3 Jacks 42 Beams 0 f Piggy-backs 0 Others 0 Hangers 0 Valleys 139 Floors 0 TJI 0 ACCEPTED BY SELLER ACCEPTED BY BUYER SUB-TOTAL $0.00 PURCHASER: — ----- -- -- -- --BY: TITLE: - — - BY: ADDRESS: — TITLE: DATE OF ACCEPTANCE: PHONE: DATE: ©RAND TOTAL $0.0 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs EnergyGauge MaCom 0.22 FORM 40OA-2001 Whole Building Performance Method for Commercial Buildings Jurisdiction: ATLANTIC BEACH, DUVAL COUNTY,FL(261100) Short Desc: Retail 1 &2 Project: Retail Space Units 1 &2 Owner: Address: Units 1 &2 1447 Mayport Rd City: Atlantic Beach State: F1 PernnitNo: 0 Zip: 0 Storeys: l Type: Retail (mercantile) GrossArea: 2000 Class: New Finished building Net Area: 2000 Max Tonnage: Compliance Summary Component Design Criteria Result Gross Energy Use 99.48 100.00 PASSES Other Envelope Requirements - A PASSES LIGHTING CONTROLS PASSES EXTERNAL LIGHTING PASSES HVAC SYSTEM PASSES PLANT PASSES WATER HEATING SYSTEMS PASSES PIPING SYSTEMS PASSES Met all required compliance from. Check List? Yes/No/NA IMPORTANT NOTE:An input report Print-Out from EnergyGauge Flaeom of this design building must be submitted along with this Compliance Report. 4/26/2004 EnergyGauge F1aCom FLCCSB 0.22 1 COMPLIANCE CERTIFICATION: I hereby certify that the plans Review of the plans and specifications covered by this specifications covered by this calc are calculation indicates compliance with the Florida Energy in compliance with the Fla ' nergy Code. Before construction is completed, this building will be Efficiency Code. inspected for compliance in accordance with Section 553.908, F.S. PREPARED BYe C' BUILDING OFFICIAL: DATE: OL D � DATE: I hereby certify that this building is in compliance with the Florida Energy Efficiency Code, OWNER AGENT- DATE; If required by Florida law, I hereby certify ( ) that the system design is in REGISTRATION compliance with the Florida Energy Code. No. ARCHITECT ELECTRICAL SYSTEM DESIGNER: LIGHTING SYSTEM DESIGNER: MECHANICAL SYSTEM DESIGNER: PLUMBING SYSTEM DESIGNER: (*) Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. 4/26/2004 EnergyGauge FlaCom FLCCSB v1.22 2 Project: Retail 1 &2 Title: Retail Space Units 1 &2 Type: Retail(mercantile) Location: ATLANTIC BEACH,DUVAL COUNTY,FL(261100) (WEA File:JAC Whole Building Compliance Design Reference Total 99.48 100.00 ELECTRICITY 99.48 100.00 AREA LIGHTS 23.25 23.25 PUMPS & MISC 0.03 0.03 SPACE COOL 11.46 14.22 SPACE HEAT 6.62 4.38 VENT FANS 58.13 58.13 Credits & Penalties (if any): Modified Points: =99.49 PASSES Project:Retail I &2 Title:Retail Space Units 1 & 2 Type: Retail(mercantile) Location: ATLANTIC BEACH, DUVAL COUNTY,FL(261100) (WEA File: JAC Other Envelope Requirements Item Zone Description Design Limit Meet Req. PrOZoIRfl PrOZoI Exterior Roof-Max Uo Limit 0.05 0.09 Yes Meets Other Envelope Requirements 4/26/2004 EnergyGauge FlaCom FLCCSB v1.22 3 External Lighting Compliance Description Category Allowance Area or Length ELPA CLP (W/Unit) or No. of Units (W) (W) (Sgft or ft) �+ None Project: Retail 1 &2 Title: Retail Space Units 1 &2 Type: Retail(mercantile) Location: ATLANTIC BEACH,DUVAL COUNTY,FL(261100) (WEA File: JAC Lighting Controls Compliance Acronym Asbrae Description Area No.of Design Min Compli- ID (sq.ft) Tasks CP CP ance PrOZoISp1 100 Retail Establishments 2,000 1 5 5 PASSES (Merchandising&Circulation Area)Applicable to all lighting, including accen PASSES Project: Retail 1 &2 Title: Retail Space Units I &2 Type: Retail(mercantile) Location: ATLANTIC BEACH,DUVAL COUNTY,FL(261100) (WEA File: JAC System Report Compliance PrOSyl System 1 Constant Volume Air Cooled No. of Units Split System<65000 Btu/hr 2 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled<65000 Btu/h 10.00 10.00 PASSES Cooling Capacity Heating System Air Cooled HP<65000 6.80 6.80 PASSES Btu/h Cooling Capacity Air Handling Air Handler(Supply)- 0.80 0.80 PASSES System -Supply Constant Volume Air Handling Air Handler(Return)- 0.80 0.80 PASSES System-Return Constant Volume Air Distribution ADS System 6.00 4.20 PASSES System ^PASSES 4/26/2004 EnergyGauge FlaCom FLCCSB v1.22 4 Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance FNone Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss liance None I Piping System Compliance Category Pipe Dia is Operating Ins Cond Ins Req ins Compliance finches] Runout? Temp Btu-in/hr Thick link Thick linj (F) SF.FI I — None 4/26/2004 EnergyGauge FlaCom FLCCSB v1.22 5 Project: Retail 1 &2 Title: Retail Space Units 1 &2 Type: Retail(mercantile) Location:ATLANTI Other Required Compliance Category Section Requirement(write N/A in box if not applicable) Check Infiltration 406.1 Infiltration Criteria have been met M System 407.1 HVAC Load sizing has been performed El Ventilation 409.1 Ventilation criteria have been met ADS 410.1 Duct sizing and Design have been performed T&B 410.1 Testing and Balancing will be performed Electrical 413.1 Metering criteria have been met Motors 414.1 Motor efficiency criteria have been met Lighting 415.1 Lighting criteria have been met O&M 102.1 Operation/maintenance manual will be provided to owner Roof/Ceil 404.1 R-19 for Roof Deck with supply plenums beneath it Report 101 Input Report Print-Out from EnergyGauge FlaCom attached? 4/26/2004 EnergyGauge FlaCom FLCCSB 0.22 6 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs EnergyGauge FlaCom v1.22 INPUT DATA REPORT Project Information Project Name: Retail 1 &2 Orientation: North Project Title: Retail Space Units 1 &2 Building Type: Retail (mercantile) Address: 1447 Mayport Rd Building Classification: New Finished building Units 1 &2 State: Fl No.of Storeys: 1 Zip: 0 GrossArea: 2000 Owner: Zones No Acronym Description Type Load Profile Area Multiplier Total Area IS11 [sf# I ProZol Zone 1 CONDITIONED Uses Building Load 2000.0 1 2000.0 ❑ Profile 4/26/2004 EnergyGauge FlaCom FLCCSB v1.22 i Spaces No Acronym Description Type Depth Width Height Multi Total Area Total Volume Ift] III] Ift] plier Isf] fen In Zone: PrOZol I PrOZo 1 Sv I ZoOSp l Retail Establishments 50.04 40.00 9.00 1 2000.0 15040.0 (_Merchandising& Circulation Area)Applicable to all lighting,including accen Lighting No Type Power Control Type No.of [W] Ctrl pts In Zone: PrOZol In Space: PrOZoISpt I Compact Fluorescent 6600.00 Manual On/Off 5 Walls No Description Type Width H(Effec) Multi Area DirectionConductance Heat bens. R-Value Ift] f ft] plier Isf] [Btu/hr.sf.F] Capacity Ilb/cf] f h.sf.FJBtu] [Btu/sf.F] In Zone: PrOZol I PrOZoI Wal 8"CMU/R-5 130.00 9.00 1 1170,0 North 0,2542 9.6960 62.72 3.79 [) Insulation/Gyp 2 PrOZol Wal Gyp/35/8"Mtl 50.00 9.00 1 450.0 North 0.0917 0.9340 14.01 10.91 C] std@24"oc/RI I/ Gyp X116/2004 EnergyGauge FlaCom FLCCSB v1.22 2 Windows No Description Type Shaded UCen SC Vis.Tr W H(Effec) Multi Total Area jBtu/br sfF1 IN IN prier [Sf1 In Zane: PrOZol In Wall: ProzolWal I PrOZol Wal Wil SINGLE REF B Yes 0.8785 0.26 0.05 40.00 6.00 1 240.0 ❑ TINT-L Doors No Description Type Shaded? Width H(Effec) Multi Area Cond. Dens, Heat Cap. R-Value IN [ft] plier jsfl [Btu/hr.sf.F1 jib/cf1 [Btu/sf.171 lh.sLF/Btu1 In Zone: PrOZol In Wall: PrOZolWal I PrOZo l Wa l Dr] Aluminum door, No 3.00 7.00 2 21.0 0.1919 43.67 0.53 5.21 ❑ 1.25 in. polystyrene RoofS No Description Type Width H(Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value jft] lft] plier lsfJ [deg] [Btu/hr,SE F1 [Btu/sf.F] jlb/cf] [h.sf.F/Btu1 In Zone: PrOZol 1 PrOZolRfl Suspended Ceiling/ 40.00 50.00 1 2000.0 0.00 O.0492 1.34 9.49 20.34 ❑ R-19 Batt Skylights No Description Type UCen Shading Vis.Trans W H(Effec) Multiplier Area Total Area lBtu/hr sf F] Coeff IN [ffl [Sfl [S17 In Zone: In Roof: "16/2004 EnergyGauge FlaCom FLCCSB v1.22 3 Floors No Description Type Width H(Effec) Multi Area Cond. Heat Cap. Dens. R-Value IN [ft] plier [sf] [Btu/hr.sf F1 [Btu/sf.F] ]!b/cf] [h.sf.F/Btu) In Zone: PrOZol 1 PrOZo1F11 Concrete floor, 40.00 50.00 1 2000.0 0.5987 9.13 140.00 1.67 ❑ carpet and rubber pad Systems PrOSyl System 1 Constant Volume Air Cooled Split No. Of Units 2 System < 65000 Btu/hr Component Category Capacity Efficiency IPLV 1 Cooling System(Air Cooled<65000 Btu/h Cooling 60000.00 10.00 [] Capacity) 2 Heating System(Air Cooled HP<65000 Btu/h 48000.00 6.80 ❑ Cooling Capacity) 3 Air Handling System-Supply(Air Handler(Supply)- 2000.00 0.80 ❑ Constant Volume) 4 Air Handling System-Return (Air Handler(Return)- 2000.00 0.80 ❑ Constant Volume) 5 Air Distribution System(ADS System) 6.00 ❑ Plant Equipment Category Size Inst.No Eff. IPLV LJ Water Heaters W-Heater Description Capacit Cap.Unit I/P Rt. Efficienc Loss El 4/26/2004 EnergyGauge FlaCom FLCCSB v1.22 4 Ext-Lighting Description Categories. Area/Len/No.of units Wattage [sf/ft/No] [W] El Pring No Type Operating Insulation Nomonal pipe Insulation Is Runout? Temperature Conductivity Diameter Thickness fF] [Btu-in/h.sf F] tin] fin] Fenestration Used Name Glass Type No. of Class SC VLT Frame Frame Conductance Conductance Absorptance Panes (Btu/h.sf.F] [Btu/h.sf.F] ApLbWnd4 SINGLE REF B 1 0.8785 0.2600 0.0500 0.4340 0.7000 ❑ TINT-L Materials Used Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHeat Used [h.sf.F/Btuj [ft] [Btu/h.ft.F] [Ib/cf] [Btu/lb.F] 18 Matl18 2 in.Wood No 2.3857 0.1670 0.0700 37.00 03900 ❑ 264 Ma6264 ALUMINUM, 1/16 IN No 0.0002 0.0050 26.0000 480.00 0.1000 ❑ 214 Mat1214 POLYSTYRENE,EXP., No 5.2100 0.1042 0.0200 1.80 0.2900 ❑ I-1/41N, `'^nsd EnergyGauge F'laCom FLCCSB v1.22 5 187 MatI187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 ❑ BOARD,1/2IN 206 Mat1206 CELLULOSE,FILL,5.51N,R- No 20.8318 0.4583 0.0220 3.00 0.3300 ❑ 20 151 Mat1151 CONC HW,DRD, 140LB, No 0.4403 0.3333 0.7570 140.00 0.2000 ❑ 41N 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 ❑ 265 Mati265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 ❑ 48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 ❑ 123 Matl123 CONC BLOCK No 1.7227 0.6667 0.3870 53.00 0.2000 ❑ M W,8IN,HOLLOW 159 Mat1159 CONC No 0.3202 0.3333 1.0410 140.00 0.2000 ❑ HW-UNDRD-140LB-41N 57 Matl57 3/4 in.Plaster or gypsum No 0.1488 0.0625 0.4200 100.00 0.2000 ❑ 72 Matl72 AIR LAYER,3/41N OR Yes 0.9000 ❑ LESS,VERT. WALLS 267 Mat1267 0.75"stucco No 0.15 63 0.0625 0.4000 16.00 0.2000 ❑ 266 Mat1266 2x4@16"oc+RI 1 Batt No 8.3343 0.2917 0.0350 9.70 0.2000 ❑ 215 Mat1215 POLYSTYRENE,EXP., No 8.3350 0.1667 0.0200 1.80 0.2900 ❑ 2IN, 105 Mat1105 CONC BLK HW, 81N, No 1.1002 0.6667 0.6060 69.00 0.2000 ❑ HOLLOW 256 Mat1256 WOOD, SOFT, 1-1/21N No 1.8939 0.1250 0.0660 32.00 0.3300 ❑ 268 Mat1268 0.625" stucco No 0.1302 0.0521 0.4000 16.00 0.2000 0 42 Mat142 8 in. Lightweight concrete No 2.0212 0.6670 0.3300 38.00 0.2000 ❑ block 269 Mat1269 .75" ISO BTWN24"oc No 2.2321 0.0625 0.0280 4.19 0.3000 ❑ 86 Mat186 BRICK, COMMON,41N No 0.8012 0.3333 0.4160 120.00 0.2000 ❑ 211 Matl2ll POLYSTYRENE,EXP.,1/21 No 2.0850 0.0417 0.0200 1.80 0.2900 ❑ N, 12 Matl12 3 in. Insulation No 10.0000 0.2500 0.0250 2.00 0.2000 ❑ 218 Mat1218 POLYURETHANE,EXP.,1/2 No 3.2077 0.0417 0.0130 1.50 0.3800 ❑ IN, 23 Mat123 6 in.Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 ❑ 4 Matl4 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 ❑ 271 Mat1271 2x4@24" oc+RI I Batt No 10.4179 0.2917 0.0280 7.11 0.2000 ❑ 272 Mat1272 Panel with 7/16" panels Yes 0.9044 ❑ 273 Mat1273 Hollow core flush(1.375") Yes 1.2777 ❑ 274 Mat1274 Solid core flush(1.375") Yes 1.7141 ❑ 4/26/2004 EnergyGauge FlaCom FLCCSB v1.22 6 275 Mat1275 Panel with 7/16"panels Yes 1.0019 ❑ (1.375") 276 Mat1276 Hollow core flush(1.75") Yes 1.3239 ❑ 277 Mat]277 Panel with 1-1/8"panels Yes 1.7141 ❑ (1.75") 278 Matl278 Solid core flush(1.75") Yes 1.6500 ❑ 279 Mat1279 Solid core flush(2.25") Yes 2.8537 ❑ 280 Mat1280 Fiberglass/Mineral wool core Yes 0.8167 ❑ 281 Mat1281 Paper Honeycomb core Yes 0.9357 ❑ 282 Matl282 Solid Urethane foam core Yes 1.6500 ❑ 283 Matl283 Solid mineral fiberboard core Yes 1.7816 ❑ 284 Mat1284 Polystyrene core(18 ga steel) Yes 2.0071 ❑ 1 285 Matl285 Polyurethane core(18 ga Yes 2.5983 ❑ steel)2 286 Mat1286 Polyurethane core(24 ga Yes 2.5983 ❑ steel) 1 287 Mat1287 Polyurethane core(24 ga Yes 4.1500 ❑ steel)2 288 Mat1288 Solid Urethane foam core Yes 4.1500 ❑ 81 Matl81 ASPHALT-ROOFING, Yes 0.1500 ❑ ROLL 244 Mat1244 PLYWOOD, 1/21N No 0.6318 0.0417 0.0660 34.00 0.2900 ❑ 185 Matl185 CLAY TILE,PAVER,3/81N No 0.0301 0.0313 1.0410 120.00 0.2000 ❑ 82 Mat182 ASPHALT-SHINGLE AND Yes 0.4400 ❑ SIDING 11 Matl1 l 2 in. Insulation No 6.6800 0.1670 0.0250 2.00 0.2000 ❑ 47 Mat147 2 in. Heavyweight concrete No 0.1670 0.1670 1.0000 140.00 0.2000 ❑ 95 Mat195 CONC BLOCK No 0.7107 0.3333 0.4690 101.00 0.2000 ❑ HW-41N-HOLLOW 248 Mat1248 ROOF GRAVEL OR No 0.0500 0.0417 0.8340 55.00 0,4000 ❑ SLAG 1/2 IN 94 Matl94 BUILT-UP ROOFING, No 0.3366 0.0313 0.0930 70.00 0.3500 ❑ 3/81N Constructs Used 4/26/2004 EnergyGauge FlaCom FLCCSB v1.22 7 No ame Simple Massless Conductance Hea, Construct Construct [Btu/h.sf.Fl [Btu/sf.Fj 1002 Aluminum door, 1.25 in,polystyrene No No 0.19 0.53 43,67 Layer Material Material Thickness Framing No. 1111 Factor 1 264 ALUMINUM, 1/16 IN 0.0050 0.00 ❑ 2 214 POLYSTYRENE,EXE',, 1-1/41N, 0,1042 0.00 ❑ 3 264 ALUMINUM, 1/16 IN 0,0050 0.00 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.Fl [Btu/sf.FJ 11b/cf] [h.sf.F/Btu] 1004 Concrete floor,carpet and rubber pad No No 0.60 9.33 140,00 1,6703 ❑ Gayer Material Material 'Thickness Framing No. IN Factor 1 151 CONC HW,DRD, 140LB,41N 0.3333 0,00 ❑ 2 178 CARPET W/RUBBER PAD 0.00 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.FJ [Btu/sf.F[ 11b/cfl Ih.sf.F/Btu[ 1014 S"CMU/R-5 Insulation/Gyp No No 0.26 9.70 62.72 3.7856 ❑ Layer Material Material Thickness Framing No. IN Factor 1 105 CONC BLK HW,81N,HOLLOW 0.6667 0,00 �} 2 269 .75"ISO BTWN24"oc 0.0625 0.00 ❑ 3 187 GYP OR PLAS BOARD,1/21N 0.0417 0.00 ❑ "' FnergyGauge FlaCom FLCCSB v1.22 8 No Name ample Massless Conductance Heat Capacity Density Construct Construct f Btu/h.sLFj [Btu/sf.F] jib/cfj jh.sf.F/Btu[ 1015 Gyp/3518°Mtl std@24"oe/RI I/Gyp No No 0,09 0.93 14.01 10,9065 ❑ Layer Material Material Thickness Framing No. jft] Factor 1 12 3 in. Insulation 0.2500 0.00 ❑ 2 187 GYP OR PLAS BOARD,1/21N 0,0417 0.00 ❑ 3 187 GYP OR PLAS BOARD,i/2fN 0.0417 0.00 ❑ No Name Simple Massless Conductance Heat Capacity Density RVafue Construct Construct [Bt".sf.Ff [Stu/sLF] fib/cfj jh.sffBtuf 1047' Suspended Ceiling/R-19 Batt No No 0.05 1.34 9.49 20.3366 ❑ Layer Material Material Thickness Framing No. fftl Factor l 94 BUILT-UP ROOFING,3/81N 0.0313 0.00 ❑ 2 23 6 in.Insulation 0.5000 0.00 ❑ 4/26/2404 EnergyGauge FlaCom FLCCSB vL22 9 CObMRCIAL LOAD CALCULATIONS Air Conditioning Contractors of America For: Name Retail Space 1 & 2 Phone Address 1447 Mayport Rd City Atlantic Beach State&Zip Fl. By: Contrac actor Energy Design Systems Phone 287-5339 Address 1065 Oakvale Rd City Jacksonville State&Zip FL., 32259 COOLING LOAD 1. DESIGN CONDITIONS Time of Day 3 PM Dly Range 19 Latitude 30 a.Inside db 72 RI-50 b.0utside db 94 wb 77 Grains 49 Otsid db @ 3pm 94 - TOD corr - inside db 72 Equals 22 T.D. Daily Range Factor= M 2. SOLAR RADIATION HEAT GAIN THROUGH GLASS COOLING LOAD Exposure Shading / NOTES Sq. Ft. SolrFactr GlasFactr Sensible X X = N 240 X 19 X 0.95 - 4332 E X 56 X 0.95 = S X 48 X 0.95 - W X 81 X 0.95 = X X = X X = X X - 3. TRANSMISSION GAINS Equiv or Exposi xposure db Sq. Ft, U Factor Temp Diff Glass 240 X 1.06 X 22 - 5597 X X - X X - Adj 450 X 0.09 X 20 = 810 Walls N 120 X 0.125 X 20 - 300 E 450 X 0.125 X 29 - 1631 S 339 X 0.125 X 38 - 1610 W X 0.125 X 41 - Doors 42 X 0.58 X 16 = 386 X X - Partition X 0.05 X 20 = RA Cifing X 0.09 X 20 - Roof/Cing 2000 X 0.05 X 55 = 5500 Floors 180 X X 22 - X X - Use Table 9a to Determine the Temp. Dif. Across an RA Ceiling PAGE TWO 4. INTERNAL HEAT GAIN Latent a. 00CUPANTS Number Sensible Latent 20 X 255 - 5100 X = 20 X 255 = 5100 X - b. Lights&Others NOTE:Use 60%of installed watts for lights in RETURN AIR CEILING Watts Incandescnt X 3.4 = Flourescent 6600 X 4.1 = 27060 HP Motors Btuh Usg Ftr X = X = Appliances 9000 3000 Other 5. INFILTRATION Ft3/Min db Temp Dif 240 X 22 X 1.1 = 5808 Grains Diff 240 X 49 X 0.68 = 7997 6, SUBTOTALS LOADS&SPACE LOADS 67135 16097 7. DUCT HEAT GAIN Gain Line 6 Factor Sensible 0.1 X 67135 = 6713 8. ROOM, SPACE OR DESIGN LOAD Add Duct gain (7)to Subtotal (6) 73848 9. VENTILATION Ft3/Min db Temp Dif 200 X 22 X 1.1 = 4840 Grains Diff 200 X 49 X 0.68 = 6664 PAGE THREE 10. RETURN AIR LOAD FROM LIGHTING AND ROOF NOTE: Use 40% of watts for lights recessed in a return air ceiling Incandescent X 3.4 = Flourescent X 4.1 = NOTE: Use 100%fo the roof load for return air ceilings (Roof Load) Sq. Ft. U Factor ETD* X 0.09 X = *(ETD correction based on plenum temp.) 11. TOTAL SENSIBLE LOAD ON EQUIPMENT(Btuh) = 78688 TOTAL LATENT LOAD ON EQUIPMENT(Btuh) 22761 12. TOTAL COOLING LOAD ON EQUIPMENT (Btuh) j 101449 (Tons) 8.45 PAGEFOUR HEATING LOAD 13. DESIGN LOADS Inside db Outside db b Difference 72 - 32 = 40 14. TRANSMISSION LOSSES HEATING LOAD db Exp. Sq. Ft. Factor Temp Diff Heating Load Windows 240 x 1.13 x 40 = 10848 x x = 450 x 0.09 x 40 = 1620 Walls 120 x 0.125 x 40 = 600 450 x 0.125 x 40 = 2250 339 x 0.125 x 40 = 1695 x 0.125 x = Roof/ 2000 x 0.05 x 40 = 4000 Ceiling x 0.05 x = x x = Floor 180 x 0.81 x 40 = 5832 Other x x = X x = 15. INFILTRATION db Ft3/Min Temp Diff 360 X 40 X 1.1 = 15840 16. SUBTOTAL HEATING LOAD FOR SPACE 42685 17, DUCT HEATING LOSS Loss Line 14 Factor Subtotal 0.15 X 26845 = 4027 18. VENTILATION db Ft3/Min Temp Diff 200 X 40 X 1.1 - 8800 19. HUMIDIFICATION LOAD Inside RH Desired ( ) Max ( ) Ft3/Min Btu/Hr / 100 X - (water) (air) gal/day Ft3/Min X / 100 = 20. TOTAL HEATING LOAD ON EQUIPMENT(Btuh) 55512 (Tons) 4.63 ENERGY DESIGN SYSTEMS 1065 OAKVALE RD. JACKSONVILLE FL. 32259 287-5339 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs EnergyGauge FlaCom 0.22 FORM 40OA-2001 Whole Building Performance Method for Commercial Buildings Jurisdiction: ATLANTIC BEACH,DUVAL COUNTY,FL(261100) Short Desc: Retail 3 &4 Project: Retail Space Units 3 &4 Owner: Address: Units 3 &4 1447 Mayport Rd City: Atlantic Beach State: FI PermitNo: 0 Zip: 0 Storeys: I Type: Retail(mercantile) GrossArea: 2000 Class: New Finished building Net Area: 2000 Max Tonnage: ---5..(i.£.di TeM W 1 rinj Compliance Summary Component Design Criteria Result Gross Energy Use 98.14 100.00 PASSES Other Envelope Requirements - A PASSES LIGHTING CONTROLS PASSES EXTERNAL LIGHTING PASSES HVAC SYSTEM PASSES PLANT PASSES WATER HEATING SYSTEMS PASSES PIPING SYSTEMS PASSES Met all required compliance from Check List? Yes/No/NA IMPORTANT NOTE.An input report Print-Out from EnergyGauge FlaCom of this design building must be submitted along with this Compliance Report. 4/26/2004 EnergyGauge FlaCom FLCCSB v1.22 1 8 COMPLIANCE CERTIFICATION: I hereby certify that the plans a Review of the plans and specifications covered by this specifications covered by this calculatio are calculation indicates compliance with the Florida Energy in compliance with ;the//Floridjoy nergy Code. Before construction is completed, this building will be Efficiency Code. inspected for compliance in accordance with Section 553.908, F.S. PREPARED BY.--X BUILDING OFFICIAL: DATE: 7/71/ poqDATE: I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. OWNER AGENT: DATE: If required by Florida law, I hereby certify (") that the system design is in REGISTRATION compliance with the Florida Energy Code. No. ARCHITECT: ELECTRICAL SYSTEM DESIGNER: LIGHTING SYSTEM DESIGNER: MECHANICAL SYSTEM DESIGNER: — PLUMBING SYSTEM DESIGNER: ("} Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. 4/26/2004 EnergyGauge FlaCom FLCCSB 0.22 2 Project: Retail 3& 4 Title: Retail Space Units 3& 4 Type: Retail(mercantile) Location: ATLANTIC BEACH,DUVAL COUNTY,FL(261100) (WEA File: JAC Whole Building Compliance Design Reference Total 98.14 100.00 ELECTRICITY 98.14 100.00 AREA LIGHTS 33.86 33.86 PUMPS & MISC SPACE COOL 12.66 16.91 SPACE HEAT 9.25 6.86 VENT FANS 42.36 42.36 Credits & Penalties (if any): Modified Points: =98.15 PASSES+� Project: Retail 3&4 Title: Retail Space Units 3& 4 Type: Retail(mercantile) Location: ATLANTIC BEACH,DUVAL COUNTY,FL(261100) (WEA File: JAC Other Envelope Requirements Item Zone Description Design Limit Meet Req. PrOZoI RfI PrOZoI Exterior Roof-Max Uo Limit 0.05 0.09 Yes Meets Other Envelope Requirements 4/26/2004 EnergyGauge FlaCom FLCCSB 0.22 3 External Lighting Compliance Description Category Allowance Area or Length ELPA CLP (W/Unit) or No.of Units (W) (W) (Sgft or ft) `- None Project:Retail 3& 4 Title:Retail Space Units 3 & 4 Type: Retail(mercantile) Location: ATLANTIC BEACH,DUVAL COUNTY, FL(261100) (WEA File:JAC Lighting Controls Compliance Acronym Ashrae Description Area No. of Design Min Compli- ID (sq.ft) Tasks CP CP ance PrOZoISp1 100 Retail Establishments 2,000 1 5 5 PASSES (Merchandising&Circulation Area)Applicable to all lighting, including accen PASSES�� 4/26/2004 EnergyGauge FlaCom FLCCSB v1.22 4 Project: Retail 3&4 Title: Retail Space Units 3&4 Type: Retail(mercantile) Location: ATLANTIC BEACH,DUVAL COUNTY, FL(261100) (WEA File:JAC System Report Compliance PrOSyl System 1 Constant Volume Air Cooled No. of Units Split System<65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled <65000 Btu/h 10.00 10.00 PASSES Cooling Capacity Heating System Air Cooled HP<65000 6.80 6.80 PASSES Btu/h Cooling Capacity Air Handling Air Handler(Supply)- 0.80 0.80 PASSES System-Supply Constant Volume Air Handling Air Handler(Return)- 0.80 0.80 PASSES System-Return Constant Volume Air Distribution ADS System 6.00 4.20 PASSES System PrOSy2 System 2 Constant Volume Air Cooled No. of Units Split System<65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled<65000 Btu/h 10.00 10.00 PASSES Cooling Capacity Heating System Air Cooled HP<65000 6.80 6.80 PASSES Btu/h Cooling Capacity Air Handling Air Handler(Supply)- 0.80 0.80 PASSES System-Supply Constant Volume Air Handling Air Handler(Return)- 0.80 0.80 PASSES System- Return Constant Volume Air Distribution ADS System 6.00 4.20 PASSES System PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance F- None 4/26/2004 EnergyGauge FlaCom FLCCSB v1.22 5 a Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss fiance None Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance jinchesj Runout? Temp jBtu-in/hr Thick jinj Thick jinj IF] SF.FI None �1 Project: Retail 3 & 4 Title: Retail Space Units 3 &4 Type: Retail(mercantile) Location: ATLANTI Other Required Compliance Category Section Requirement.(write N/A in box if not applicable) Check Infiltration 406.1 Infiltration Criteria have been met Q System 407.1 HVAC Load sizing has been performed Ventilation 409.1 Ventilation criteria have been met ADS 410.1 Duct sizing and Design have been performed T& B 410.1 Testing and Balancing will be performed Electrical 413.1 Metering criteria have been met Motors 414.1 Motor efficiency criteria have been met Lighting 415.1 Lighting criteria have been met O&M 102.1 Operation/maintenance manual will be provided to owner FI Roof/Ceil 404.1 R-19 for Roof Deck with supply plenums beneath it Report 101 Input Report Print-Out from EnergyGauge FlaCom attached? "Ej 4/26/2004 EnergyGauge FlaCom FLCCSB v1.22 6 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs EnergyGauge F1aCom v1.22 INPUT DATA REPORT Project Information Project Name: Retail 3 & 4 Orientation: North Project Title: Retail Space Units 3&4 Building Type: Retail (mercantile) Address: 1447 Mayport Rd Building Classification: New Finished building Units 3 & 4 State: Fl No.of Storeys: l Zip: 0 GrossArea: 2000 Owner: Zones No Acronym Description Type Load Profile Area Multiplier Total Area lstl Istl I PrOZol Zone I CONDITIONED Uses Building Load 2000.0 1 2000.0 [� Profile 4/26/2004 EnergyGauge FiaCom FLCCSB v1.22 1 Spaces No Acronym Description Type Depth Width Height Multi Total Area Total Volume fft] [ft] [ft] plier [sf[ [Cf] In Zone: PrOZol I PrOZO I Sty 1 ZoOSp l Retail Establishments 50.00 40.00 9.00 1 2000.0 18000.0 [� (Merchandising& Circulation Area)Applicable to all lighting,including accen Lighting No Type Power Control Type No.of ]W] Ctrl pts In Zone: PrOZol In Space: PrOZolSpl I Compact Fluorescent 6600.00 Manual On/Off 5 Walls No Description Type Width H(Effee) Multi Area DirectionConductance Heat Dens. R-Value IN [ft] plier [sf] [Btu/hr.sf. F] Capacity [ib/cfl (h.sf.FBtu] [Btu/sf.F] In Zone: ProZol I PrOZoI Wal 8"CMU/R-5 80.00 9.00 1 720.0 North 0.2642 9.6960 62.72 3.79 Insulation/Gyp 2 Pr4Zo I Wal Gyp/35/8"Mt1 100.00 9.00 1 900.0 North 0.0917 0.9340 14.01 10.91 [� std c@Z 24"oc/RI I/ Gyp "fiot14 EnergyGauge FlaCom FLCCSB v1.22 2 Windows No Description Type Shaded UCen SC Vis.Tr W H(Effec) Multi Total Area [Btu/hr sf FJ [ft] [ft] plier In Zone: PrOZol In Wall: PrOZolWaI 1 PrOZolWalWil SINGLE REF B Yes 0.8785 0.26 0.05 40.00 6.00 1 240.0 ❑ TINT-L Doors No Description Type Shaded? Width H(Effec) Multi Area Cond. Dens. Heat Cap. R-Value [ft] [ft] plier [sf] [Btu/hr.sf. F] ]Iblcf] [Btu/sf F] [h.sf.FBtuJ In Zone: PrOZol In Wall: PrOZol Wal I PrOZo1Wa1Dr1 Aluminum door, No 3,00 7.00 2 21.0 0.1919 43.67 0.53 5.21 ❑ 1.25 in. polystyrene RoofS No Description Type Width H(Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value IN IN plier [sf[ [deg] [Btu/hr.Sf.F] [Btu/sf.FJ [lblcf[ [h.sf.F/Btu] In Zone: PrOZoI 1 PrOZo 1 Rfl Suspended Ceiling 40.00 50.00 1 2000.0 0.00 0.0492 1.34 9.49 20.34 ❑ R-19 Batt Skylights No Description Type UCen Shading Vis.Trans W H(Effec) Multiplier Area Total Area [Btu/hrsfFJ Coeff IN IN [Sf[ [Sf[ In Zone: In Roof; EnergyGauge FlaCom FLCCSB v1.22 3 Y5 Y�eat C{Fi tiblcfl Coad• `gtuls . nrn f.st F1 1.61 t4ntti �` kA kA3 1r14 p0 kith 11 0i j p1ie� 9�3 0�gg'f low �tt1 Zoog° Type � 50 00 UescY�Pt`pn c4000 QIVS bio �o, Concretedboev 00 e• pCOZo Zo1F11 cadet� �,���� e A'T Ca°1e�5P�it 0 Ln Zpn 1 ply �aa Consta�G 65tiQ�tulrY 1ptV 5y5te ` Est�ciency system 60000 0 6 80 Caovng 65 prp5y� � p0©Btu Anent Cate Of (�,r Coo,ea p<65000$ 200©.00 0 80 Come i Cepa�5 stem�Aii Cp°led (Svp'ply) 2004.00 6 00 eatu� GaPac� � Sul'Ply d1eT tRern�" 2 C°0 oa dlin� el o1nm' rn Air fan it m etn Constant stem.R andlin Sy e) tem? s syS IT Nil tv°lum stem�p,D 4 Cpnstan •dation Sy Aiz pistri 5 A om FLCCS� v122 pnet�`Jr'ao'�e FtaC PrOSy2 Systemic 2 Constant Volume Air Cooled Split System¢65000 Btu/hr Component Category Capacity Efficiency IPLV I Cooling System(Air Cooled<65000 Btu/h Cooling 36000.00 10.00 ❑ Capacity) 2 Heating System(Air Cooled HP<65000 Btu/h 12000.00 6.80 ❑ Cooling Capacity) 3 Air Handling System-Supply(Air Handler(Supply)- 1200.00 0.80 ❑ Constant Volume) 4 Air Handling System-Return (Air Handler(Return)- 1200.00 0.80 ❑ Constant Volume) 5 Air Distribution System(ADS System) 6.00 ❑ Plant Equipment Category Size Inst.No Eff, IPLV Hil Water Heaters W-Heater Description Capacit Cap.Unit IIP Rt, Efficiene Loss El Ext-lighting Description Categories. Area/Len/No.of units Wattage [sf/ft/No] [W] EnergyGauge FlaCom FLCCSB vI.22 Piping No Type Operating Insulation Nomonal pipe Insulation Is Runout? Temperature Conductivity Diameter Thickness [F] [ Btu-in/b.sf.F] [in] [in] El Fenestration Used Name Glass Type No. of Glass SC VLT Frame Frame Panes Conductance Conductance Absorptance [Stu/h.sf.Fj [Btu/h.sf.F] ApLbWnd4 SINGLE REF B 1 0.8785 0.2600 0.0500 0.4340 0.7000 ❑ TINT-L Materials Used Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHeat Used [h.sf.F/Btu] IN [Btu/h.ft.F] [lb/cf] [Btu/Ib.F] 18 Matl18 2 in. Wood No 2.3857 0.1670 0.0700 37.00 0.3900 ❑ 264 Mat1264 ALUMINUM, 1/16 IN No 0.0002 0.0050 26.0000 480.00 0.1000 ❑ 214 Mat1214 POLYSTYRENE,EXP., No 5.2100 0.1042 0.0200 1.80 0.2900 ❑ 1-1/41N, 187 Mat]187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 ❑ BOARD,1/21N 206 Mat1206 CELLULOSE,FILL,5.5IN,R- No 20.8318 0.4583 0.0220 3.00 0.3300 ❑ 20 151 Mat]151 CONC HW,DRD, 140LB, No 0.4403 0.3333 0.7570 140.00 0.2000 ❑ 4IN 178 Matl178 CARPET W/RUBBER PAD Yes 1.2300 ❑ 265 Mat1265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 ❑ 4/26/2004 EnergyGauge FlaCom FLCCSB v1.22 6 i I 48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 ❑ 123 Mat1123 CONC BLOCK No 1.7227 0.6667 0.3870 53.00 0.2000 ❑ MW,81N,HOLLOW 159 Mat1159 CONC No 0.3202 0.3333 1.0410 140.00 0.2000 ❑ HW-UNDRD-140LB-41N 57 Matl57 3/4 in. Plaster or gypsum No 0.1488 0.0625 0.4200 100.00 0.2000 ❑ 72 Mat172 AIR LAYER,3/4TN OR Yes 0.9000 ❑ LESS,VERT. WALLS 267 Mat1267 0.75"stucco No 0.1563 0.0625 0.4000 16.00 0.2000 ❑ 266 Mat1266 2x4@16" oc+RI I Batt No 8.3343 0.2917 0.0350 9.70 0.2000 ❑ 215 Mat1215 POLYSTYRENE, EXP., No 8.3350 0.1667 0.0200 1.80 0.2900 ❑ 2TN, 105 Matl105 CONC BLK HW, 81N, No 1.1002 0.6667 0.6060 69.00 0.2000 ❑ HOLLOW 256 Mat1256 WOOD,SOFT, 1-1/21N No 1.8939 0.1250 0.0660 32.00 0.3300 ❑ 268 Mat1268 0.625" stucco No 0.1302 0.0521 0.4000 16.00 0.2000 ❑ 42 Mat142 8 in.Lightweight concrete No 2.0212 0.6670 0.3300 38.00 0.2000 ❑ block 269 Mat1269 .75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4.19 0.3000 ❑ 86 Mat186 BRICK,COMMON,4IN No 0.8012 0.3333 0.4160 120.00 0.2000 ❑ 211 Matl211 POLYSTYRENE,EXP.,1/2I No 2.0850 0.0417 0.0200 1.80 0.2900 ❑ N, 12 Matl12 3 in. Insulation No 10.0000 0.2500 0.0250 2.00 0.2000 ❑ 218 Mat1218 POLYURETHANE,EXP.,1/2 No 3.2077 0.0417 0.0130 1.50 0.3800 ❑ IN, 23 Mat123 6 in.Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 ❑ 4 Matl4 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 ❑ 271 Mat1271 2x4@24" oc+RI I Batt No 10.4179 0.2917 0.0280 7.11 0.2000 ❑ 272 Mat1272 Panel with 7/16"panels Yes 0.9044 ❑ 273 Mat1273 Hollow core flush(1.375") Yes 1.2777 ❑ 274 Mat1274 Solid core flush(1.375") Yes 1.7141 ❑ 275 Mat1275 Panel with 7/16"panels Yes 1.0019 ❑ (1.375") 276 Mat1276 Hollow core flush(1.75") Yes 1.3239 ❑ 277 Mat1277 Panel with 1-1/8"panels Yes 1.7141 ❑ (1.75") 278 Mat1278 Solid core flush(1.75") Yes 1.6500 ❑ 279 Mat1279 Solid core flush(2.25") Yes 2.8537 ❑ 280 Mat1280 FiberglassfMineral wool core Yes 0.8167 ❑ 11 4/26/2004 EnergyGauge FlaCom FLCCSB v1.22 7 281 Mat1281 Paper Honeycomb core Yes 0.9357 ❑ 282 Mat1282 Solid Urethane foam core Yes 1.6500 ❑ 283 Mat1283 Solid mineral fiberboard core Yes 1.7816 ❑ 284 Mat1284 Polystyrene core(18 ga steel) Yes 2.0071 ❑ 1 285 Mat1285 Polyurethane core(18 ga Yes 2.5983 ❑ steel)2 286 Matl286 Polyurethane core(24 ga Yes 2.5983 ❑ steel) 1 287 Mat1287 Polyurethane core(24 ga Yes 4.1500 ❑ steel)2 288 Mat1288 Solid Urethane foam core Yes 4.1500 ❑ 81 Matl81 ASPHALT-ROOFING, Yes 0.1500 ❑ ROLL 244 Mat1244 PLYWOOD, 1/21N No 0.6318 0.0417 0.0660 34.00 0.2900 0 185 Mat1185 CLAY TILE,PAVER,3/81N No 0.0301 0.0313 1.0410 120.00 0.2000 ❑ 82 Matl82 ASPHALT-SHINGLE AND Yes 0.4400 ❑ SIDING I I Matl11 2 in. Insulation No 6.6800 0.1670 0.0250 2.00 0.2000 ❑ 47 Mat147 2 in. Heavyweight concrete No 0.1670 0.1670 1.0000 140.00 0.2000 ❑ 95 Mat195 CONC BLOCK No 0.7107 0.3333 0.4690 101.00 0.2000 ❑ HW-41N-HOLLOW 248 Mat1248 ROOF GRAVEL OR No 0.0500 0.0417 0.8340 55.00 0.4000 ❑ SLAG 1/21N 94 Mat194 BUILT-UP ROOFING, No 0.3366 0.0313 0.0930 70.00 0.3500 ❑ 3/81N Constructs Used 4/26/2004 EnergyGauge FlaCom FLCCSB v1.22 8 No Name Simple Massless Conductance Heat Capi3,.. Construct Construct [Btu/h.sfF] [Btu/sfF] 1111.,._, 1002 Aluminum door, 1.25 in.polystyrene No No 0,19 0.53 43,67 5,2104 Layer Material Material Thickness Framing No. [ft] Factor 1 264 ALUMINUM, 1/16 IN 0,0050 0,00 ❑ 2 214 POLYSTYRENE,EXP., 1-1/41N, 0.1042 0.00 ❑ 3 264 ALUMINUM, 1/16 IN 0.0050 0.00 ❑ No Name simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/b.sf.F[ [Btu/sf.F] [lb/cf} [h.sf.F/Btu] 1004 Concrete fluor,carpet and rubber pad No No 0,60 9.33 140,00 1.6703 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 151 CONC HW,DRD, 140LB,4IN 0.3333 0.00 ❑ 2 178 CARPET W/RUBBER PAD 0.00 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/b.sf.Fl [Btu/sf.F] [lh/cf] [h.sf.FBtul 1014 8"CMU/R-5 Insulation/Gyp No No 0.26 9.70 62.72 3.7856 ❑ Layer Material Material Thickness Framing No. IN Factor 1 105 CONC BLIP HW, BIN,HOLLOW 0.6667 0.00 ❑ 2 269 .75"ISO BTWN24"oc 0.0625 0,00 ❑ 3 187 GYP OR PLAS BOARD,]/21N 0,0417 0,00 ❑ EnergyGauge FlaCom FLCCSB v1.22 9 No Name Simple Massless Conductance Heat Capacity Density R v a- Construct Construct [Btu/h.sf.F[ [Btu/sf.F) [Ib/cfJ [h.sLF/Btu] 1015 Gyp/35/8" tvltl std ct 24"ac/R]1/Gyp No No 0.09 0.93 14.01 10.9065 ❑ Layer Material Material Thickness Framing No. IN Factor 1 12 3 in. Insulation 0.2500 0.00 ❑ 2 187 GYP OR PLAS BOARD,I/2IN 0.0417 0.00 ❑ 3 187 GYP OR PLAS BOARD,1/21N 0.0417 0.00 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F[ [Btu/sLF[ [lb/cf[ [h.sf.F/Btu] 1047 Suspended Ceiling/R-19 Batt No No 0.05 1.34 9.49 2033366 ❑ Layer Material Material Thickness Framing No. IN Factor 1 94 BUILT-UP ROOFING,3/81N 0.0313 0.00 ❑ 2 23 6 in.Insulation 0.5000 0.00 ❑ 4/26/2004 EnergyCauge FlaCom FLCCSB v1.22 10 COMMERCIAL LOAD CALCULATIONS Air Conditioning Contractors of America For: Name Retail Space 3 &4 Phone Address 1447 Mayport Rd City Atlantic Beach State &Zip Fl. By: Contrac actor Energy Design Systems Phone 287-5339 Address 1065 Oakvale Rd City Jacksonville State &Zip FL., 32259 COOLING LOAD 1. DESIGN CONDITIONS Time of Day 3 PM Dly Range 19 Latitude 30 a.lnside db 72 RI-50 b.Outside db 94 wb 77 Grains 49 Otsid db @ 3pm 94 - TOD Corr - inside db 72 Equals 22 T.D. Daily Range Factor= M 2. SOLAR RADIATION HEAT GAIN THROUGH GLASS COOLING LOAD Exposure Shading/ NOTES Sq. Ft, SolrFactr GlasFactr Sensible X X - N 240 X 19 X 0.95 - 4332 E X 56 X 0.95 = S X 48 X 0.95 W X 81 X 0.95 X X = X X X X - 3. TRANSMISSION GAINS Equiv or Expos xposure db Sq. Ft. U Factor Temp Diff Glass 240 X 1.06 X 22 = 5597 X X = X X = Ad} 900 X 0.09 X 20 = 1620 Walls N 120 X 0.125 X 20 = 300 E X 0.125 X 29 = S 339 X 0.125 X 38 = 1610 W X 0.125 X 41 = Doors 42 X 0.58 X 16 = 386 X X = Partition X 0.05 X 20 = RA Ciling X 0.09 X 20 = Roof/Cing 2000 X 0.05 X 55 = 5500 Floors 180 X X 22 X X = Use Table 9a to Determine the Temp. Dif. Across an RA Ceiling PAGE TWO 4. INTERNAL HEAT GAIN Latent & OCCUPANTS Number Sensible Latent 20 X 255 = 5100 X = 20 X 255 = 5100 X = b. Lights&Others NOTE:Use 60% of installed watts for lights in RETURN AIR CEILING Watts Incandescnt X 3.4 = Flourescent 6600 X 4.1 = 27060 HP klctcrc Rtuh Us- Ftr X = X = Appliances 6000 1500 Other 5. INFILTRATION Ft3/Min db Temp Dif 240 X 22 X 1.1 = 5808 Grains Diff 240 X 49 X 0.68 = 7997 6. SUBTOTALS LOADS& SPACE LOADS 63313 14597 7. DUCT HEAT GAIN Gain Line 6 Factor Sensible 0.1 X 63313 = 6331 8. ROOM, SPACE OR DESIGN LOAD Add Duct gain (7) to Subtotal (6) 69645 9. VENTILATION Ft3/Min db Temp Dif 200 X 22 X 1.1 = 4840 Grains Diff 200 X 49X 0.68 = 6664 PAGE THREE 10. RETURN AIR LOAD FROM LIGHTING AND ROOF NOTE: Use 40%of watts for lights recessed in a return air ceiling Incandescent X 3.4 = Flourescent X 4.1 = NOTE: Use 100% fo the roof load for return air ceilings (Roof Load) Sq. Ft. U Factor ETD* X 0.09 X = *(ETD correction based on plenum temp.) 11. TOTAL SENSIBLE LOAD ON EQUIPMENT(Btuh) = 74485 TOTAL LATENT LOAD ON EQUIPMENT(Btuh) 21261 12. TOTAL COOLING LOAD ON EQUIPMENT (Btuh) 95746 (Tons) 7.98 PAGE FOUR HEATING LOAD 13. DESIGN LOADS Inside db Outside db b Difference 72 - 32 = 40 14. TRANSMISSION LOSSES HEATING LOAD db Exp. Sq. Ft. Factor Temp Diff Heating Load Windows 240 x 1.13 x 40 = 10848 x x = 900 x 0.09 x 40 = 3240 Walls 120 x 0.125 x 40 = 600 x 0.125 x = 339 x 0.125 x 40 = 1695 x 0.125 x = Roof/ 2000 x 0.05 x 40 = 4000 Ceiling x 0.05 x = x x = Floor 180 x 0.81 x 40 = 5832 Other x x = x x = 15. INFILTRATION db Ft3/Min Temp Diff 360 X 40 X 1.1 = 15840 16. SUBTOTAL HEATING LOAD FOR SPACE 42055 17. DUCT HEATING LOSS Loss Line 14 Factor Subtotal 0.15 X 26215 = 3932 18. VENTILATION db Ft3/Min Temp Diff 200 X 40 X 1.1 = 8800 19. HUMIDIFICATION LOAD Inside RH Desired ( ) Max ( ) Ft3/Min Btu/Hr / 100 X = (water) (air) gal/day Ft3/Min X / 100 = 20. TOTAL HEATING LOAD ON EQUIPMENT(Btuh) 54787 (Tons) 4.57 ENERGY DESIGN SYSTEMS 1065 OAKVALE RD. JACKSONVILLE FL, 32259 287-5339 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 8/13/04 Parcel Number . . . . . 171090-0000- - Property Address . . . 1447 MAYPORT RD UNIT 01 ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . B & K PROPERTIES INC. Contractor . . . . . . PRIMO CONSTRUCTION SERVICES 904 744-0500 Application number 04-00028159 000 000 Description of Work COMMERCIAL INTERIOR BUILD OUT Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL I a x CIT` ' OI� ATLANTIC TL NTIC�BEACH 8( I ." TL:ANTIC B ACH, FI-ORIDA 32233 INSPLCT°IM 11110NE I.INL 247-5826 Application Number . . 0:3 00025841 Datte 4/08/03 Property Address . . . . . . 1.447 MAYPORT RD Tenant: nbr, nat-rie . . . . . INTERIOR DEMOLTTION Application c_3c- cripticrz DEMOt,I"['ION Property Zonii-xq . . . . TO BE UPDATED Application %,aluat�ion (:) Owner C(-) or B & K PROPERTIES OWNER. ATLANTIC BES 4'Ii FT, 32233 Permit . . _ . DII'MOLITION PERMIT Additional desc Permit Fee I- 0 �;'1 r� Clf)e;. k Issue Dat F-` LI w.. 1 U1. Fee summary Charged Paid Credited Du, Permit Fee Total 100 . 00 100 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 BUILDING MA"ITRIAL,RUBBISl I AND DEL3RIS DRUM T iIS WORK MUS]'No)'F BI, PI ACED IN I'UBi W SI'ACI.,ANI)MUSI BE CLEARED UP AND HAULED AWAY BY 1:1 1'HLR('ON'I"RAC"I'OR OR OWNER. 'TAI I,IMI;I`O(OMIT Y W HI I'rlil;CONS i RU(.'!'ION LIEN LAW CAN RE,,SULT IN THE PROPERTY OWNFR PAYING TWICII. FOR BUILDING IMITOVI-MF I'S"' ISSUHD AC('OC)RDING TAPPROVED PLANS WHICH ARL PART OF THIS PERMIT AND SUI3JI;("I_"10 REVOCAIION, FOR VIOLA"KION 01;APN 1(.,'AB1+ PROVISIC)NS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH DEMOLITION PERMIT APPLICATION Date: s Job Address: PO,i CA i Owner of Property: Address: 2o'1 Telephone: y Legal Description: Block Number: Lot Number: Zoning District: Contractor: State License Number: Contractor's Address: Telephone: Fax: Describe proposed use and work to be done, -eUft ICA rMPMQ=1E*- + X,,p Present use of land or building(s): Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Attach Tree Removal Application if trees are to be removed or relocated. I hereby certify that all information provided with this application is ect. f� Signature of owner: Date: 7 —v A d3 I hereby certify that ave read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/14/03 Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Telephone: _ Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of ,20 State of Florida, County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.f.us Page 2 Revised 1/14/03 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 ��F -•J;319" Application Number . . . . . 04-00027526 Date 1/15/04 Property Address . . . . . . 1447 MAYPORT RD UNIT 02 Tenant nbr, name . . . . . . CONNECT TO WATER SERVICE Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------- - --- --- - -------- ---- ------- ------- ------ B & K PROPERTIES ANDERSON PLUMBING 1540 HOWARD ROAD JACKSONVILLE FL 32207 JACKSONVILLE FL 32218 (904) 757-3413 ----------------- ------------------------- ---------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ---- -- ---- -- - ---- ---------- ---------- -------- - - ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Jan 1=5 04 12: 18p Sherri 904-757-9759 p.2 �f CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Property Address: Owner. 1� _ � /X'f I�' S TelepLoQe#: �y 'Ll q..5 P_ Contractor: r j,)d C rSCW) Plum6'r.)c Tekphone#: q 5 7 Cak Contractor Address: J�'`Y iyt11,U^ +l / 'Fax#-. 2�-�� In consideration of permit given for doing the work as desm1md in the above statemaat,we baeby agree m perform stud work in accordance with the attached plans and specifications wbicb ate a part hereof and in a000tdw=with the Cay of Atlantic Beach ordinance and standards of good practice fisted therein. hwaUadon of plumbing and fxtum must be in accordance with the most recent edition of the Smtbeat Standard Plunking Code. Plumbing Type: if other construction is being done on this building or site, New list the Woing it number: o ft-Pipe �- Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Cef)net ;8 n S Sewer Water Heaters Other Fees Permit Usaing Fee: 535.00 Total Fixtures: ( X S7.00 + $35.00= 800 Seminole Road-Atlantic Beach,Florida 32233-6445 Phone:(904)247-5800- Fax: (904)247-584.5- hWj1 www.ci.atiant1c4xmch.8.tm �J aff Ss1 CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 t Ji31r Application Number . . . . . 04-00028159 Date 5/25/04 Property Address . . . . . . 1447 MAYPORT RD UNIT 01 Tenant nbr, name . . . . . . PARTIAL INT.UNITS #1 & #2 Application description . . . COMMERCIAL INTERIOR BUILD OUT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 21528 Owner Contractor -- - ------- --- -- ----- ---- ---- -------------------- B & K PROPERTIES INC . PRIMO CONSTRUCTION SERVICES 1339 CESERY TERRACE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (9 04) 744-0500 -- --- - - ----- -- - -- - ---- ------------------------------------------------------ Permit . . . . . . PLUMBING PERMIT Additional desc INSTALL 2 FIXTURES Sub Contractor ROLLAND REASH PLUMBING Permit Fee . . . . 49 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due - -- ---- - - --- ----- ---------- ---------- ---------- ---------- Permit Fee Total 49 . 00 49 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 49 . 00 49 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. b ILDING OFFICIA f SiJr,� CITY OF ATLANTIC BEACH 4 PLUMBING PERMIT APPLICATION Date: �v70d Property Address: i Owner: _ m Telephone `125 3 Contractor: � _,�f C Z-11-LJD Pc 4.,5 11 &* 41belephone#: 25 CContractor Address: ` C..-iwr I k%__ Fax#: L, 3,Rd In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in jaccordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinuncc and standards of good practice listed therein. (� Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing I Plumbing Type: If other construction is being done on this building or site, Y_New list the buildin ermit number: C] Re-Pipe �;�__ f _ Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks _ Disposals Urinals Floor Drains Washing Machine JVLavatory Water Sewer Water Heaters. . Other Fees Permit Issuing Fee: $35.0 i Total Fixtures: $7.00 + $35.00= 800 Seminole Road .Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904) 247-5845. http:i www.ei.atlantic-beach.fl.us 07/27/2003 06:02 9048801194 MCDO PAGE 01 2003 -2004 OCCUPATIONAL L I d INSE T i X NICE HOGAN OFFICE OF THE TAX COLLECTOR CITY OF JACKSONVILLE / COUNTY OF DUVAL, FLORIDA 231 EAST FORSYTH STREET ROOM 130. JACKSONVILLE, FL 32202 /NONE 180414130.2090 FA4: (f 30.1432 Note - A penalty Is Imposed far failure to K4eN this 1441144 exhibited conspicuously M your estublishly establish .M or place of business.. This lioense is furnished In pureeanea of ehsptor 770-772 City ortlinenee capes. I MCOONALD MAINTENANCE, INC 05 PHILLIP M KDONALD i 1 5220 BEIGE ST JACKSONVILLE. FL 32258 ' € i ACCOdAFfi":WM BER r 183957-0000-5 LOCATION ADDRESS: 5220 BEIGE ST 32258 DESCRIPTION: CONTRACTOR, ALL TYPES 1 County License Code: 770,301.001 County Tar: $12.37 Municipal License Cede: 772:309 Municipal Tax: $61,87 Total Tax Paid: $74.24 VALID FROM OCTOBER 1, 2003 TO SEPTEMBER 30, 2x04 RCPT #: 001/63/2071/0081/10292003 DATE: 10/29/2003 AKT: $14.24 ATTENTION '*'The Following Construction Contractors Require Additi Licensure""" ALARM POOL A� MINUM/VIN L RESIDENTIAL BUILDING Rb FING ELECTRICAL SHEET METAL Sp R MECHANICAL PLUMBING IRR DATION GENERAL CARPENTRY W TREAT ENT UNDERGROUND UTILITY DATING AN CONDITIONING REFRIGERATION TMs is an o6et1pwd"I Iftense tart only. It 41e02 hot pwmlt the ficalsom to visor* my existing regulatory w inf lows of the County or City. Now deem it exempt "m Ileenese w-horw any otbar license or permit required by laThis is not a certification Ua liceneee'o ouallficaf on. 446 7� i TAX COLLECTOR THIS BECOMES A RECEIPT AFTER VALIDATION 07/g7/2003 06:08 9048801194 MCDO PAGE 01 10/23/2003 10:14 9042239098 PETE ORLANDO, CPA PACE 01 APPLICATIONAPPLIQVION FOR REGISTRATIOU QF FICTITIOUS NAME DOCUMENT#C03294W=4 "6*60s None Ie As Itpkftrsd: ROLLAND REASM PLUMW40 Melllnv Addl- o1 awlesss: 5338 CALF ROPE LANE JACKSONvi«E,FL 32287 plerlde COURW of prleNpW plea of boWnsom MULTIPLEFIL! Po Nwean: SOC� 1r%Lot owmmts)at p"Wous Now: MCDOI 1250 SuUUNANC TINEOP TA3INC.A413-280 JACKSIMALLE,FL 32257 FWWO RogWastlon NtimoW.PMOOW60000 FF.I Number,01.078=2 we)thl unarsiphsd.I)WO the soh ON")PW*Ies)wmng inesr.st ir.the sWvs ftMi ue name,CW* tM Worft*Mn n��dlMoftb.di on Oft-firm is trw end eocurnos, i(we)wMarstand drat ftaodronie signatures)tb shall how!hs mm Now ellsat as A meds undo►ostt- PNtttJP MCOONALD =112=1 Ekodm—iic 3pnsture(s) i Csrli km"of t"Wo Ok"w and( ! Caa lUd copy Rsgwww( ) 1 i t i 1 1 i S-3 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027734 Date 2/18/04 Property Address . . . . . . 1447 MAYPORT RD UNIT 02 Tenant nbr, name . . . . . . HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ° ------------------------ ---------- -------------- B & K PROPERTIES EAST COAST HEAT & AIR INC. 525 N. 14TH AVENUE JAX BEACH FL 32250 (904) 247-0033 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ------ --- - ------- --- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 . Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL % A9.r r CITY OF ATLANTIC BEACH s' MECHANICAL PERMIT APPLICATION Date: Property Address: i Y Lj 1 foff Or/ ton Dd--11 Owner: B � k Telephone #: Contractor:_ GA3 i COM► 0671-r t', l$12 , y, Telephone #: ;47 Gb33 Contractor Address: 169'2, -A P0,im ) Ko,A-b Fax#: o2y7- SSG 6 6 In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building W"- Electric or site,list the building permit number: ❑ Gas: _LP Natural _Central Utility `� ❑ Oil __a.1, -= 73 _ ❑ Other-S eci MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space Recessed _Central —Floor ❑ Residential ❑ Air Conditioning: Room _Central / 'Id' Duct System: Material Thickness V Commercial Maximum capacity Dao cfm ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _- Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel Ll Boilers ❑ Extension or Add-on to Existing System ❑ Gas Piping ❑ Other-Specify ❑ Other-Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency ems► + HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency I c.;)U Am i5—)- TANKS Nominal Capacity Type Liquid Serial Approving How Manv &Dimensions Contained Manufacturer No. Agency 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http://www.ci.atlantic-beach.fl.us PREPARED 8/19/03, 16:17:47 INSPECTION TICKET PAGE 8 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 8/20/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1447 MAYPORT RD SUBDIV: TENANT, NBR: NEW METAL ROOF CONTRACTOR ARMORED METAL WORKS INC PHONE (904) 219-9778 OWNER B & K PROPERTIES PHONE (904) 219-9778 PARCEL 171090-0000- - APPL NUMBER: 03-00026517 ROOF ------------------------------------------------------------------------------------------------ PERMIT= ROOF 00 ROOF PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT R SULTS/COMMENTS 16 01 8/20/03 LJH D FINAL TIME: 08:00 (�(,��219-9778 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 8/13/03, 8:18:54 INSPECTION TICKET PAGE 5 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 8/13/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1447 MAYPORT RD SUBDIV: TENANT, NBR: REPAIRS/EXT SW/ROOF/WDWS CONTRACTOR PRIMO CONSTRUCTION SERVICES PHONE (904) 744-0500 OWNER . . PHONE PARCEL . . > 171090-0000- - APPL NUMBER: 03-00025973 COMMERCIAL ADD/RENOVATE/ALTER ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 13 01 5/23/03 LJH BD FRAMING TIME: 08:00 5/23/03 AP PARTIAL FRAMING 13 02 6/04/03 LJH BD FRAMING TIME: 13 :00 6/05/03 AP partial framing 13 03 8/13/03 LJH Y' BD FRAMING TIME: 13 :00 LATHE INSPECTION -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 5/22/03, 16:37:54 INSPECTION TICKET PAGE 5 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 5/23/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1447 MAYPORT RD SUBDIV: TENANT, NBR: REPAIRS/EXT SW/ROOF/WDWS CONTRACTOR PRIMO CONSTRUCTION SERVICES PHONE (904) 744-0500 OWNER . . PHONE PARCEL . . 171090-0000- - APPL NUMBER: 03-00025973 COMMERCIAL ADD/RENOVATE/ALTER ------------------------------------------------------------------------------------------------ PMIl: BLDG 00 BUILDIIG PRRNI! REQUESTED INSP DESC PTION TYP/SQ COMPLETED RESULT RES LTS/COMMENTS ---------------------------------- ------------------------------------------------------------- 13 01 5/23/03 L FRAMING TIME: 08:00 2 ARTIAL FRAMING -------------------------------------- COMMENTS AND NOTES -------------------------------------- i CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . 04-00028159 Date 5/06/04 Property Address . . . . . . 1447 MAYPORT RD UNIT 01 Tenant nbr, name . . . . . . PARTIAL INT.UNITS #1 & 42 Application description . . . COMMERCIAL INTERIOR BUILD OUT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 21528 Owner Contractor ---------------- -------- --------------- --------- B & K PROPERTIES INC. PRIMO CONSTRUCTION SERVICES 1339 CESERY TERRACE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 744-0500 ----------------------------- ----------- ------------------------------------ Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 140 . 00 Plan Check Fee 70 . 00 Issue Date . . . . Valuation . . . . 21528 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 140 . 00 140 . 00 . 00 . 00 Plan Check Total 70 . 00 70 . 00 . 00 . 00 Grand Total 210 . 00 210 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. .. ( . 1�k BUILDING OFFICIAL CITY OF ATLANTIC BEACH r� , J PERMIT CALCULATION SHEET r� ^� 1 Date: ^ O Address r p� upacG �Prr Heated Square Footage 7 @ $ -per sq ft = $ Garage/ Shed @$ per sq ft = $ Carport/Porch @$ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ Y� TOTAL VALUATION: $ Total Valuation 1 s1 $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: _ TOTAL BUILDING FEE $ ZONING: C C, + 1/Z Filing Fee $ FLOOD ZONE: ( ) Fireplaces @$35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( ) RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 srLy. CITY OF ATLANTIC BEACH �Ford -r MmT- BUILDING / ZONING DEPARTMENT S. Doerrs r ✓ 800 Seminole Road J } Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # OLf- 2 G Property Address: MadiOOV4 +6 i Applicant: rri Il no Coos+I V2 V 1���'f ► Cj Project: OA]Mwer' tcf This permit application has been: L2 Approved F--1 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: CCQ), �-1�-.. Date: Sy\ r S CITY OF ATLANTIC BEACH i`� BUILDING PERMIT APPLICATION (FOR NEW CONSTRUCTION RESIDENTIAL AND COMMER IAL) Date: Job Address: � � u�1i� i;►�i.,. '�1t�IPo� �'`� Owner's Name: 1R) �, �/t�,o,pes TUC, Address: 550/—A 1� aJc t?:Z—, 322-c'j Phone: St{-5--qLft_ Legal Description: Block Number: Lot Number: Zoning District: Contractor: TbtC—State License Number: C,Gs O SIVA 1 Address: ►3l Gesse.rH Wit- Phone: 'SWI--- o Go n City: V�'N X State:��Zip: 3221 t Fax: —IL}- e qsc Describe proposed use and work to be done: BuaW 60177 Present use of land or building(s): Coirt�r�ia.� Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real EstateNumber available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ei.atlantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of owner: g C,4 Date: 9— I ^I hereby certify th av�read andexamined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information b ' g true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: .' Date: f d Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of t' ,200'3. State of Florida,County of Duval Notary's Signature: LEO C.mm" ❑ Personally known NOWY'P�#ma"��ke of Honda 0"Produced identification My comm exom Jan.27,2006 Type of identification produced A OR: Sworn to and subscribed before me this day of , 20 State of Florida,County of Duval Notary's Signature: + pt i�c�4AQN ❑ Personally known 16 O—Produced identification � Notary i'uhiu; `a'i88 ut Fiorida fication my Gomm.exves;an.27,2006 Type of identification produced No. t036609 00 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027525 Date 1/15/04 Property Address . . . . . . 1447 MAYPORT RD UNIT 01 Tenant nbr, name . . . . CONNECT TO WATER SERVICE Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------- ----------- -------- ------ - ---- ----- B & K PROPERTIES ANDERSON PLUMBING 1540 HOWARD ROAD JACKSONVILLE FL 32207 JACKSONVILLE FL 32218 (904) 757-3413 -------------------------------------- - ----------- ---- - ---- ----- ------------ Permit . . . . . . PLUMB-ING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- - - -- ------ ------- - - - ----- ---- - --- - - ----- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Jan 15 04 12: 18p Sherri 904-757-9759 p.2 CITY OF-ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: V i s Property Address: L/ u. ptt' t (in ^ Owner. _ pro -X'- I 5 Telephone#: -, Contractor•. All e rS& I P1y nt� ,7 Telephone#: 75 7- 3y13 oZ I -5U aq Cc�t Contractor Address: j J5gb toot 1^✓ 'Fax#: � Q7.5� In consideration of permit given for doing the work as de cimd in the above smemcnt,we baeby ag=to perform said work in aacordtace with the attached plans and speaifiauiow which are a part hereof and in aawrdayce with the City of Atlantic Beaeb ordinance and standards of good practice listed therein. Installation of plumbuig and Run=must be in accorda=with the mast recent edition of the Sarrthem Standard Phnhing Code. Plumbing Type: If other construction is being done on this building or site, New list the buildina it number. 0 .Re-Pipe Number of Fbrtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Cennet�,'o 1)S Sewer Water Heaters Other Fees ' Permit Inning Fee: $35.90 Total Fixtures: i X$7.00 + $35.00= q;'t,� 1 7 .Lo 800 Seminole Road•Atlantic Beach,Florida 32233.6445 Phone:(904)247-SM Fax (904)2475845. httpJlwww cLatlanttcabeach.fl.us Jan 15 04 12: 18p sherri 904-757-9759 p. 1 T [ Anderson Plumbing Enterprises, Inc. 1540 Howard Rd Jacksonville. Florida 32218 904-757-3413/904-753-0568 Fax: 904-757-9759 Fax Cover Sheet Send To: City of Atlantic Beach From: Sherri Anderson Attention: Permits Date: 01-15-04 Fax Number: 904-247-5845 Phone: 904-251-5029 (cell) Urgent Please comment Please review For your information—X Total pages including cover:—2 Comments: I am requesting a permit for 1447 Mayport Rd. We are installing water service to each unit. Call me on my cell if you have questions. 904-251-5029 Thanks, Sherri CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 3 ATLAN'T`IC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027497 Date 1/09/04 Property Address . . . . . . 1447 MAYPORT RD UNIT 01 Tenant nbr, name . . . . . . 7-3/41IH20 METERS/TAPS&1" Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------ -- ---- ---- --------- ------ - - -- - B & K PROPERTIES INC. OWNER ATLANTIC BEACH FL 32233 ----------------------------------------------- --------------- -------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . .00 Plan Check Fee . 00 Issue Date . . . . 1/09/04 Valuation . . . . 0 Expiration Date . . 7/07/04 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . WATER CONNECT/METER ONLY 145.00 WATER CONNECT/TAP & METER 3675. 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total .00 . 00 . 00 . 00 Plan Check Total .00 . 00 . 00 . 00 Other Fee Total 3855. 00 3855 . 00 . 00 . 00 Grand Total 3855.00 3855 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 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TO BE UPDATED Application valuation . . . . 0 Owner Contractor ----------- ---------- - -- -------------- - -- --- ---- B & K PROPERTIES EAST COAST HEAT & AIR INC. 525 N. 14TH AVENUE JAX BEACH FL 32250 (904) 247-0033 --------------------------------- --------- ---- --------- ----------- -- - - ------ Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited- Due ----------------- ---------- ---------- -------- ;t- --------- - Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,')iND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSY,..*CTK1N LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDINEI TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL r ; CITY OF ATLANTIC BEACH ' MECHANICAL PERMIT APPLICATION sflit` Date: ;?- 1&-o y Property Address: N f4�f old i 90AD �1 Owner: t'goer, 7y Telephone#: Contractor: E-As-1 C0t Hr f7 F A11?, !N(— Telephone #: A41 -0033 Contractor Address: )U ft - A Pe ufvigN 9*b Fax#: _Z It "7 -LI(o(a b In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric ❑ Gas: ^LP _Natural Central Utility ❑ Oil - -r�- -- - 7,3 ❑ Other-Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat `Space Recessed _Central _Floor ❑ Residential la— Air Conditioning: Room central ❑ Duct System: Material Thickness a----commercial Maximum capacity_ '-o D a cfm ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity bpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) CI Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other-Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units 'Description Model# Manufacturer Ton's Agency A w u ar 5-rAjtA& 5 HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Manv &Dimensions Contained Manufacturer No. Agency 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http://www.ci.atlantic-beach.fl.us CITY OF ATLANTIC BEACH BUILDING AND PLANNING 800 SEMINOLE ROAD �ys1 ATLANTIC BEACH,FLORIDA 32233-5445 3 TELEPHONE:(904)247-5800 FAX: (904)247-5845 J http://ci.atlantic-beach.fl.us 2. t� August 28, 2003 Arnold(Bay) DeMarco 1912 Sunchase Court Jacksonville, Florida 32246 Re: Approval of an awning permit to extend into the right-of-way for property at 1447 Mayport Road (the Hot Dog Hut) Dear Mr. DeMarco: This letter serves to confirm that, at the August 25, 2003 meeting of the City Commission, your request to allow a canvas and aluminum frame awning to extend above the public sidewalk and above your restaurant's walk-up carryout window was approved. You may proceed with any additional required permitting and completion of the awning. On behalf of the City, we wish you the best of luck with your new restaurant, and please feel free to contact me at 247-5817 or by e-mail at sdoerr(a7ci.atlantic-beach.fl.us with any questions. Sincerely, Sonya oerr, AICP Community Development Director cc: Don Ford, CBO, Building Official Maureen King, City Clerk AGENDA ITEM#8E AUGUST 25,2003 CITY OF ATLANTIC BEACH CITY COMMISSION STAFF REPORT AGENDA ITEM: Request to approve a right-of-way use permit to allow a canvas and aluminum frame awning to extend above the sidewalk and over a restaurant's walk-up (no drive-through) carryout window, for property at 1447 Mayport Road SUBMITTED BY: Sonya Doerr,AICP Community Development Director DATE: August 18, 2003 BACKGROUND: The subject property is a retail space within the former Dagher Printing Building located at the northeast corner of Donner Road and Mayport Road. (This building is being renovated as part of the former"Fred's Saloon" property.) The applicant wishes to install a canvas awning on an aluminum frame over a window located on the Mayport Road side of the building to provide walk-up carryout service for his restaurant (the Hot Dog Hut.) A right-of- way use permit is required since the awning extends over a small portion of the public sidewalk. The proposed awning continues the design theme that wraps around the Donner Road side of the building. Staff finds that the request is consistent with redevelopment objectives for Mayport Road, particularly the desire to increase appropriate retail and pedestrian activity along Mayport Road. The Commission should consider whether the increased activity will create any obstruction to use of the sidewalk. RECOMMENDATION: Consider a right-of-way use permit to allow a canvas and aluminum frame awning to extend above the sidewalk and over a restaurant's walk-up carryout window, for property located at 1447 Mayport Road. BUDGET: No budget issues. ATTACHMENTS: Applicant's letter and diagram of a ing. REVIEWED BY CITY MANAGER: 1 August 25,2003 regular meeting AGENDA ITEM ME AUGUST 25,2003 August 18, 2003 Hot Dog Hut 10 Donner Rd. Atlantic Beach Dear City Council.Members: My name is Bay De Marco. I am in the process of opening a take out hot dog sandwich Shop at 10 Donner Rd. I would like to put an awning up to cover the take-out window on Mayport Road. This would provide protection against rain for my customers while they are waiting for their orders. Prior to my leasing of the building, there was a metal awning above this window. I am just replacing that awning with a higher quality awning. I also feel the new awning will add beauty to the frontage of the building. I thought the city property line started at the sidewalk. The awning only extends thirty inches from the wall of the building which is approximately two feet from the sidewalk. Also,the awning starts seven feet above the ground so as not to obstruct anyone walking on the sidewalk. 'I am using the best quality of materials in the construction of the awning which includes double trussed aluminum and the highest grade of canvas available on the market. I want this business to succeed, not only for myself but for the city and its vision to revitalize this business area. I would appreciate your consideration and help in making this business a positive addition to the city of Atlantic Beach. Sincerely, Bay De Marco i i FABRIC: �1,4,j [ SCALLOP. y BINDING: N O ! �1[J W � METAL: i V" i i 1 1 GENERAL NQS: ! 1 t i j Q AWNING STYLE rT 1/4 Round APPROX. DESIGN Does Not show scallop....... General Shape Not To Scale J CITY OF ATLANTIC BEACH BUILDING AND PLANNING goo SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 j FAX:(904)247-5845 httplici.adantic-beach.fl.us r•t F3�1 August 28, 2003 Arnold(Bay) DeMarco 1912 Sunchase Court Jacksonville, Florida 32246 Re: Approval of an awning permit to extend into the right-of-way for property at 1447 Mayport Road (the Hot Dog Hut) Dear Mr. DeMarco: This letter serves to confirm that, at the August 25, 2003 meeting of the City Commission, your request to allow a canvas and aluminum frame awning to extend above the public sidewalk and above your restaurant's walk-up carryout window was approved. You may proceed with any additional required permitting and completion of the awning. On behalf of the City, we wish you the best of luck with your new restaurant, and please feel free to contact me at 247-5817 or by e-mail at sdoerr@,ci.atlantic-beach.fl.us with any questions. Sincerely, � '4c lc Sonya oerr, AICP Community Development Director cc: Don Ford, CBO, Building Official Maureen King, City Clerk <_e� 4/14 1 may/'ai 74 1 . AGENDA ITEM#8E AUGUST 25,2003 w CITY OF ATLANTIC BEACH CITY COMMISSION STAFF REPORT AGENDA ITEM: Request to approve a right-of-way use permit to allow a canvas and aluminum frame awning to extend above the sidewalk and over a restaurant's walk-up (no drive-through) carryout window, for property at 1447 Mayport Road SUBMITTED BY. Sonya Doerr,AICP Community Development Director DATE: August 18,2003 BACKGROUND: The subject property is a retail space within the former Dagher Printing Building located at the northeast corner of Donner Road and Mayport Road. (This building is being renovated as part of the former"Fred's Saloon"property.) The applicant wishes to install a canvas awning on an aluminum frame over a window located on the Mayport Road side of the building to provide walk-up carryout service for his restaurant (the Hot Dog Hut.) A right-of- way use permit is required since the awning extends over a small portion of the public sidewalk. The proposed awning continues the design theme that wraps around the Donner Road side of the building. Staff finds that the request is consistent with redevelopment objectives for Mayport Road, particularly the desire to increase appropriate retail and pedestrian activity along Mayport Road. The Commission should consider whether the increased activity will create any obstruction to use of the sidewalk. RECOMMENDATION: Consider a right-of-way use permit to allow a canvas and aluminum frame awning to extend above the sidewalk and over a restaurant's walk-up carryout window, for property located at 1447 Mayport Road. BUDGET: No budget issues. ATTACHMENTS: Applicant's letter and diagram of a ing. REVIEWED BY CITY MANAGER: /t etiz � C,&,1 U August 025,2003 regular meeting AGENDA ITEM#8E AUGUST 25,2003 August 18, 2003 Hot Dog Hut 10 Donner Rd. Atlantic Beach Dear City Council Members: My name is Bay De Marco. I am in the process of opening a take out hot dog sandwich shop at 10 Donner Rd. I would like to put an awning up to cover the take-out window on Mayport Road.This would provide protection against rain for my customers while they are waiting for their orders. Prior to my leasing of the building, there was a metal awning above this window. I am just replacing that awning with a higher quality awning. I also feel the new awning will add beauty to the frontage of the building. I thought the city property line started at the sidewalk. The awning only extends thirty inches from the wall of the building which is approximately two feet from the sidewalk. Also,the awning starts seven feet above the ground so as not to obstruct anyone walking on the sidewalk. 'I am using the best quality of materials in the construction of the awning which includes double trussed aluminum and the highest grade of canvas available on the market. I want this business to succeed, not only for myself but for the city and its vision to revitalize this business area. I would appreciate your consideration and help in making this business a positive addition to the city of Atlantic Beach. Sincerely, Bay De Marco I O FABRIC: SCALLOP. y � N r.j VI � BINDING: ! o W 00 30 METAL: I j I I i i . .i GENERAL NOTES: I 1 , I i AWNING STYLEj 06�d I t 1/4 Round i i i APPROX. DESIGN Does Not show scallop.. General Shape Not To Scale CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026517 Date 7/24/03 Property Address . . . . . . 1447 MAYPORT RD Tenant nbr, name . . . . . . NEW METAL ROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 32000 Owner Contractor ------------------------ ------------------------ B & K PROPERTIES ARMORED METAL WORKS INC 5501-2 BEACH BLVD PO BOX 16952 JAX BEACH FL 32250 JACKSONVILLE FL 32245 (904) 219-9778 (904) 219-9778 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 285 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 32000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 285 . 00 285 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 285 . 00 285 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARF,PART OF THIS PERMIT tID SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. w a. x BUILDING OFFICIAL . CITY OF ATLANTIC BEACH,,PERMIT ..CALCULATION SHEET Address a ImI+g 0 2{ _'?Q Date . Z •9� -- Heated Square Footage per sq ft .._ $ . Garage/Shed � per ..sq ft = $ vl� Carport/Porch @ er sq ft .= $ Deck t per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: S "Total Valuation 1st $ /ODe 3 ( boo Remaining Value $ per thousand or :portion thereof TOTAL BUILDING FEE $ 1/2 Fi 1 ing Fee $ S� :(. ) Fireplaces . @ . $15 .00.. .BUILDING PERMIT FEE $ /` v • WATER IMPACT FEE $ SEWER- IMPACT FEE $ WATER' METER/TAP $ CAP ITAL .IMPROVEMENT. $ . SEWER TAP $ ) -RADON (HRS) .0050: $ SECTION H PAVING ( } $ HYDRAULIC .SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER : :$ GRANT) .TOTAL DUE $ Z ADDITIONAL PERMITS OR .FEES : ,Mec.hani,cal ..Plumbing Electric/New Electric/Temp ; Swimmingpool Septic Tank Well Sign Finish Floor Elevati.on Survey Other CALCULATIONS and/cr NOTES : r1J�J ry CITY OFATLANTIC BEACH .. 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 r°^• TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 - http://ci.atiantic-beach.fl.us y_ PLAN REVIEW COMMENTS ]Permit Application # -• 2G5 pp O� i 7 Applicant: Address: Project: our application is approved our pe appli ion has been reviewed and the following items need our . V"4:refZA4-L- TL01AA Lce5zib. r n t/��L A-ht u cl►2. Q e1c,6 a PIE S 2 Qtr 1~'CA G(-0e7 mom c�e Please re-submit your application when these items have been completed. Reviewed by �"• Signed_ Date_ A ` 21t Contractor Notified Date s CITY OF ATLANTIC BEACH f ROOFING PERMIT APPLICATION Date: 0'2) Job Address: y Mct ZQ� Owner of Property: Address: 1 L Telephone: 1 Contractor: [\cMor z A ill\ckos� V3 o'I V5 --N,,c.. State License Number: E C r'S � Contractor's Address: °V1 63 00,6 Y., A ac,X i: Telephone: Fax: Scope of Work: tC)o + Srn u49-ir 2C7 U S}o.VAgra. Sc�vw� Z�1 ER&V 0 Deck Slope: Z Greater than 2:12 Less than 2:12 Valuation of work: 3a,wo 00 Product Name(Example:Timberline): �?,o G Lae, Manufacturer(Example: GAF): C_ G� S ASTM Designation(s): Required Inspections: Sheathing and Final Signature of Owner: Date: Signature of Contractor: ` . Date: - \8 'O`z AS TO OWNER: ,� Sworn to and subscribed before me this day of :SJ J 1 L 120J3. State of Florida,County of Duval Notary's Signature: Personally known Y y ,, JENNIFER SCHLUETER ❑ Produced identification :? MY COMMISSION#DD 121301 EXPIRES:May 27,2006 Type of identification produced Bonded Thru Notary Public Underwriters Sworn to and subscribed before me this day of �- , 20 • State of Florida,County of Duval i� , ���` Notary's Signature JENNIFER SCHLUETER ❑ Personally known 9-Produced identification MY COMMISSION#DD 121301 �� Type of identification produced U 1� �3 .:'k-W, : EXPIRES.May 27,2006 5R6... BondedThruNotaryPublcUnderwrHers (, _ 800 Seminole Road •Atlantic Beach,Florida 32233-5445 (� Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 1 Revised 2/21/03 077'2::;12003 03:25 GIBRALTAR SOUTHEASTERN METALS -� 92475805 NO.932 P005 APPROVED Rock=Lok CITY OF ATLANTIC BEACH MOE BUILDING OFFICE b 2 4 Im porta t Information � Finishes Qyt notification must be made prior to bidding and not be offered 30 year warranted So n0oat Plus is a lluorocx ram premium coating ' if the biAding,end use,-design;surroundings,or installation manufactured by BA F/Morton International Inc:It contains 70% techniques are not in accordance with the conditions set forth in i Kynar 500 or Hylar PVDIF resin over Gafvalume ASTM-A792 Southeastern Metals warranty. structural steel grad 50.Also available in 20 year warranted acrylic coat galval ASTM-A792 structural steel grade 50. Southeastern Metals will be happy to provide you with a drag copy of our warranty for Acrylic Gatvahrme or Semc cat painted Acrylic coated gaival me panels are not warranted to perform products.Failure to request this draft wt(Indicate you accept the aesthetically.Acrylic ated Galvalume panel may discolor or contents there in, weather unevenly aft r installation.This is not a defect in the product or a cause i rejection.tl appearance or aesthetic Delivery,Handling and Storage performance are an i portant consideration for a particular Proper care in storing and handling metal panels is essential in job,Southeastern Is recommends selection of a color- providing you with years of service.Panels should be immediately coated panel. installed!Any panels not immediately installed must be kept dry and stored in an indoor area.Extreme caution should be taken in Colors order to prevent moisture penetration of the stack(s)by rain, Brick Red,Regal Bl ,Patina Green,Teal Green,Hartford Green, snowfall or condensation.Condensation is moisture that Slate Gray,Onyx Gra,,Colonial White,Acrylic Coated Galvalume accumulates naturally,from the change in temperature of the j materiel nested in a stack where adequate ventilation has been Disclaimer restricted.Do not cover metal with plastic,which can create The information cont kied in this product manual is subject to change without notic .Southeastern Metals reserves the right to condensation. j discontinue or ,products and installation methods at any Safety Precautions time without notice a id incumng no obf9ation.Contact the it is the responsibility,of the buyer to ensure the safe installation appropriate South ern Metals location to obtain the latest of these product systems.Metal panels have sharp edges,therefore information. protective clothing and gloves should be utilized.To prevent eye Throughout this p manual each panel series is specitfed ice'safety gls3ses must be worn when drilling or cutting steel per Southeastern M ails recommended use and application of panels.Use extreme care when walking on any holing panel. ,• these products.The se of these products should Trot vary from Proper undertayrrrent is necessary to prevent fall-through.Plywood f these recommendat or should not be applied using another is recommended on all non-structural panel applications. marr,factuer's sp or guidelines.ti you have any questions Southeastern Metals recommends all installers follow the OSHA about any of the p and their appropriate applications, (Occupational Safety 8 Health Administration)requirements for all please calf the near sales oftice. protection(#3146.dated 1995).Steel panels car,tuecorne slippery when wet.Do not work on steel panels when wet or when weather Job Estirnsting and akeoffs conditions are not suitable for Safe installation.Southeastern Metals If protects are co and very large,estimating assistance can recommends the compliance with the Florida Fat Protection be requested.If Sour em Metals becomes involved In this Act and OSHA Fat Protection Rules,and any other applicable manner,it is absolut necessary that Southeastern Metals safety rules or laws.Please contact Southeastern Metals if you be furnished with dot fled.accurate Information and drawings have any questioloBsty regarding the project ' r to assistance We offer this value-added C8/ ;; ;oma ty� service for a naso Ie fee.Please contact Southeastern Metals Southeastern Metals will honor or>Yp mmutactu'ing. Tech Services Depart ant for a quote on estimation services. Any order which hm already been manufactured is the property Estimate fees will be .voiced at the time of presentation to our' of the purchaser. customer.Estimate will be applied towards the cost of materials upon ordering.A taioff disclaimer must be completed to use Claims this service. All claims of shortage,damage,etc,must be made within 48 Southeastern Metals assist customers in determining the hours of the date of receipt.Claims must be accompanied by a amount and of tenial required for the project;but it is the COW d the bit of lading veriAed by the shipper which must Indicate customers respons to review and verity the material required shortages or damages as received.Southeastern Metals can not to complete the pr ' Southeastern Metals wit not be held honor shortage or damage claims on freight carriers unless the accountable for i t lengths and quantities. carriers paperwork duly noted. Prier to Orae' and i Retum Policy nd a0ng materials,all cianenslons should be All Rock-Lott Panel orders are considered'special order products." verified by Held me ants. Special order products can not be returned. Job Site Delivery Av ailablo Job site delivery mer must be completed to use this service. Terms of Sere 1/29610 Net 30 FOB shipping point. Warranties l:l:"N:• st:i y n'h; tioA(Is V19,"Arie.fo Southeastern Metals tiers a weathertightness warranty for Rock 4 Lok.Under no circu antes wit a warranty be ff _Th ,. rX n state)$1 'fvf elf bird• s:i. ty o Area or given w0wtp Cali dor 17otiTi Golporale °'` ' ��$ t�ida•#5 fit;consrni to::z .moi :''. irildiirgco -' ,<•"' ''" Office. V CS�! ! � l►��'� - tri � ��.,. �. t�5 ari�in�tsl�ry.pr�Ctic ' cti",�->; ,,: . ..« .� ,,,�;,; ,;:•,....„,,,_h --�' �'ara�pp!"iCa�e :�, � �>;r ��','.�.�'y.y.:,.;, .-try,...r�r"v:,�ra'i,"�s`^<•�;:� ....r:�Y��Ji�: µ'���i-�����:��.'1A C����� w.iv.iwy��y.r..•A'�.. Consult Southeastem Metals for any additional Information not outlined in this manual. dtbralttar Cons*meetinrn Pnnrhar4a•nnnrRon-7"r, a 07x23/2003 03:25 GIBRALTAR SOUTHEASTERN METALS i 92475805 NO.932 9007 Rock-Lok Rock-Lok I 7stalWan Information Installatl /nfoarntstion The foltowfnj chert should be used to detennim proper fastsnam Insolation'is recommended over open imminp fd reduceroot required for 'p installation on the selected applications, parief noise. �,Yr yam} -�.• ,, � :� Clips over Pur s Standard 24 Gauge 4'-0'o.c. 010 x 1'Pancake Head Self Driller 1 Fastener i (12 Gault®M UL-90 24 Gauge 4'-0"o.c. $10 x 1"Pancake Head Sett Dhiter 2 Fasteners �! Cops Over Standard 24 Gau a 4'-0'o.c. #10 x 1'Pancake Head Woodscrew 1 Fastener Wood Deck UL-90' 24 Gauge 2'-0'or,, 1110 x 1'Pancake Head ftodsc ew 2 Fasteners Cops Over Rig Standard 24 Gauge 4'-0"o.c. Dek-Fast 1112-13 x 31/4'Self Driller 1 Fastener Insulation/ UL-90' 24 Gauge 2'-0'o.c. Dek-Fast 1112-13 x 31/4'Self Driller 2 Fasteners Length of DJtn st screw will vary depending on the total ` thickness oigid Insulation and metal deck. f i0eatll►g Bearing Plaused when installing panel directly over rigid insulation mal.The Searing Piste(Flat)is used in conjunctionthe Clip. i i ~• Q 0 O 4 � ' i S? 61x f B LNG PLATE (FIAT) CLIP 4N BEARING PLATE(FLAT) i Panel fThere are th critical measurements involving roof panels: the length requ at the save,the peak end and the amour of panel lap(it uired).to each case a certain mesaummer fa required.C each measurement to ensure panel Placement giv you the distance required at the eave,peak and endlap ition(if required).In most cases any variance can be taken o at the cave and peak. i NOW Roo Fire Resistance Ratings This is to advi that Southeastern Metals Manufacturing flame.high to-persture,or hot gasses which wit ignite Co.,Inc,metal fing panels have been analyzed for fire combustible sub-assembly,framing,or decking materials. rnoistance r according to test criteria set forth by Underwriters ratories'Standard Fre Tests of Building For detail information on specific assemblies and hourly ratings Construction a Materials"(ANSWL 263?,and ASTM E119 see the UL Fire Resistance f7irectory. and NEPA 251. For class A or f3 fire tali The fire resis rating is for the total assembl'and not just , ng,reWires the Installation of minimum r the external me' rooting panels.Ratings are expressed in 1!thick Georgia Pacific"Dens Deck"or a minimum 4mm hours and vary nding upon the asswT"y.In general,the thick of insulationb,Inc."Roctex"or Sf�"water resistant s teat crk"is is t luau the assemblies ability to continue ripe X 9YPSliffl sheatitt9 with tm2tod com and f2w,over the to support the posed bads and to resist the passalae of combustibi®deck prior to lr�ataffmg the metal roofing panels. exibfraitar Conatructiion Pnoducts a OW/690-7236 07,23/2003 03:25 GIBRALTAR SOUTHEASTERN METALS 92475805 NO.932 9006 NEt E MC7" SOUTHEASTERN M ETALS Testing UL SW tested UL 2218 Class 4 Impact Resistance UL 790 Class A Eire Resistance Rating UL 263 Eire Resistance Rating Side Lap Hemmed Side Lip i Nominal 16"(15,940) i t 1 1 5.540" 5.20" 5.20" Rock-Lok Pan 1 section Properties Allowable Wind Loads ffor three or more spans) r Live Load(Stress) Live Load(Deflection) i 3' 4' S' 6' 3' 4' 5' B' 277.1 155,8 1 99.7 1 J69.3 318.9 178.9 f 114.5 79.5 Panel 1,Section Properties are theoretical 4.The allowable loads have not been Gouge 24 computed for flexural loads per A.I.S.I. increased by 33'/396 for wind uplift. Width inches 16 Cold Formed Steel Design Manual 1986 Thickness Inches 0.0235 edition.Sx Is for stress determination, 5.The allowable loads for deflection are and tc is for deflection determination. based on a imitation of span/180. Ngnimum Slope ' 11x:12 pitch 2.Panels are not designed to provide 6•The actual weight of the roof panel has diaphragm capabilities or stability to to be deducted from the allowable inward Yield Strength purins,for proper bracing design refer load to estimate the actual'Live Load" 50 KSI fy to A.I.S.C.or A.I.S.i.specifications. capacity of the panel. Weight 3.Tabulated loads are based on a, 1.356 PSF continuous beam over ttxee equal spans. Posit"Sending For stress loads a 2 span bad will be 1 x INJ4 0.213 .84 of the 3 span toad. S x 1N./3 0.123 Negative Bonding ..� 1 x INA 0.122 1 x INJ3 0.107 Q1bra1t2r Construction Products•800/690-7235 i 07�23i2003 03:25 GIBRALTAR SOUTHEASTERN METALS 92475805 NO.932 9003 Nos M 7Y SOUTHEASTERN METALS Rock-Lok Metal Roofing Panel Detall Manual Mechanically Seamed Roofing System Applications Architectural Commercial Industrial New or Retrofit Rock-Lok combines architectural styling with outstanding structural w performance and ease of installation. Mechanically Seamed More Attractive&Lasts Langer than Conventional Rooting Cost Effective A Energy Efficient Reduces Insurance Premiums UL Listing ., .... Fire Resistant 150 MPH High Whld Hwrilcane Zone Rating 100% Recyclable Low Maintenance Full Line of Color Matched Accessories A Trims Special Order Colors Available Factory Applied Seam Sealant A GIBRALTAR. Company braltar Construction Products•80OM90-7235 0" 23/2003 03:25 GIBRALTAR SOUTHEASTERN METALS = 92475805 NO.932 9004 MC SOUTHEASTERN M LS I� I Table of Con encs Description Product Page Description Product Page Code No. Code No. )mportant Information 1 Z-Ctosure ZC-3 12 Teslino 2 Cleat(Gable Rake) CL-5 12 Rock-Lok Installation informa on 3 Rake Slide RS-1 12 en Steel Framin 60"0.C. 4 Endwali Flashing(Pitch Break) EW-5 13 Rigid Insulation Over Wood � k 5 Side Wall Flashing SW-6 13 R ld Insulation Over Steel D k 6 Gable Rake GR-8 13 Mechanical SeemingTool 7 Eave Flashing EF-6 13 Sculptured Eave Detail 8 Gutter Apron GA-1 13 Sculptured Gutter Detail 8 Gutter Support GS 13 Sculptured Gable Rake Detail 8 Sculptured Corner Box SCS 14 Scul tured Gable Rake&Slid Detail 8 Sculptured Rake End SHE' 14 Side Wali Flashi Rake Detail 8 Sculptured Rake SR-1 14 r End Wall FlashN Detail 8 Sculptured Flake SR-2 14 Open Preformed Vail e 9 Sculptured Eave SE-2 14 Enq!a2ping.Detail 9 Sculptured Eave(Wide Top) SE-1 14 Gable Rake Detail 9 Sculptured Peak Box SPS 15 Ridge Cap Hip Detail 9 Sculptured Gutter End SGE 15 OPen Ridge Cap 9 Sculptured Gutter SG-1 15 Vented Ridge Cap Detail 9 Sculptured Gutter(Retrofit) SG-2 15 Ridge Ca2 RC-5 10 Clutter Hanger(Retrofit) GH 15 Ridge C ented RC-13 10 Box Gutter End BG-E 16 11"Ridge Cap RC-11 10 Box Gutter BG-1 16 21"Ridge Cap RG-12 10 _Downspout DS-2 16 High Side Rid a HS-3 10 Downspout Strap DSS 16 Hemmed Eave Detail 10 Seam Cover(inner) SC-2 16 Preformed Valle -4, PV-5,PV-6 11 Seam Cover(Outer) SC-1 16 Preformed Valley N-7, PV-8,PV-9 11 Panel Accessories 17 Counter Flashing CF-2 11 Detalls and Formulas 18 Re let Flashing RF-2 11 Slope Data 19-20 C!eat CL-4 12 Price List 21-22 ;leaf(offset) CL-2 12 Notes 23-25 ;teat CL-1 12 I Gibraltar Construction producU OW690-7235 i 07/23/2003 03:25 GIBRALTAR SOUTHEASTERN METALS 92475605 NO.932 0008 a �EMCO`THEASTERN METALS Open Steel Framing 60' .C. ` 1 Rack-Lok Construction No.506 Wind uplift-Class 90 Fre-not investigated' 6W MAX s 2 4 1 5 i i 3 t3 s 3 1. Metal Roof Deck Panels'•No. 4 MSG min.thick coated steel. 3. Fasteners(Screws).For panel clip-to purin attachment to be Max.panel width 16"and 18'; height 2".panels continuous No.1/4-14"by min 1'tong self drilling,sad tapping hex-w.'sher over two or more spans.The el flat area may have optional plated steel screws two fasteners used per oip.Fasteners used Striated or minor ribs placed at arious locations in the panel flat at end lap to be one of the following:No.1/4-14'x 1'long type area begitnrng min of 2"from a ribs.The upper flange of the AB point,self-drilling,self-tapping hex-washer-head plated steel panel rib may be hoitontal,or ptionally formed down to an screws,The spacing for 16"wide panel will be a 1,3.4,4,3' angle of 00 to 900 between the v ical segment and the top flange pattern,spacing for 18'wide panels will be 11/2.3112.4,4,3112, i of the rib.An end lap back-up to(item M to be used at panel 1112`pattern. encliap.A bead of sealant may used at panel end laps and 4. Thermal Spacer(Optional)-Polystyrene 310'min,23hr max. side ribs.Ribs to be seamed w h an electrical or hand seaming thickness,4'min.width,length sized to fit between panel clips. tool to form a flange Yw ha tight .Seaming process to include 4a.Thermal Block(optional)-Nominal 2'x 4'wood, the upper portion of the Panel ips(Item 2). continuous length. 2. Root Deck Fasteners'(Panel Cl ps)-Located at sided panels 5. Insulation(Optional)-Any compressible blanket type Insulation over purlins(max apaeing 60"o c.)Ekher of the following: V max,thickness before cornpmys,or 6'max.thickness when Fbad.Clip(Not Shown)=One assembly fabricated from No. located between thermal spacer(Item 4)or thermal block. 22 MSG min.thick steel„3112" de, e. Puryne-No.16 MSG min.thick steel(min.yield strength 50,000 Floating Ctip-Two piece as bly with a base fabricated from per),max.spacing 6W o.c_ No.16 MSG min.thk:k steel,2" ' e and a tab fabricated from No.22 MSG min.thick Steel,41 wide 29.Endfap Back-up Plate(Not Sho.n)-No,16 MSG min,coated steel channel,3'wide with Ve legs.Located under the panef end lap(SO ksi min yield engtN. 'Bearing the UL Ctassifreatlon ng Qibraltar Constmetion Products S W690-7235 07✓23/2003 03:25 GIBRALTAR SOUTHEASTERN METALS 4 92475805 N0.932 9009 RockmLcl I . . ' Rigid t elation Over Wood Deck/UL WO i"fW Uplift Inbernelltion _ Rock- k Construction No.506A Wind uplift-Class 90, Fire-not investigated 36'MAX q 1 x i A 1 2 3 7 i SECTION A A 3 38"MM 8 s a A sli crro 4 e-e B 1. Metal oof Deck Panels"-No.24 MSG min.thick coated steel. 5. JoIN Tape(Not Shown)-All gypsum board(Item 3)Joints Max, of width 18"and t8;rib height 211.Panels continuous be taped with 2.5"wide joint tape. over or more spans.The panel flat area may have optional s, Foame4.Plarstic p3i91d tnsulatior)-Foamed plastic max.thic';. sir' or minor ribs placed at various locations in"panel flat We when gypsum board item 3),plywood item,3A)or C f i area inning mint.of 2"from side ribs.The upper flange of the (Item 39)is used and W when bearing pistes are used.Mn panel r may be horizontal,or optionally formed down to an bearing strength to be 20 psi. ` angle o 0°to 9V between the vertical segment and the top flange 7. Fasteners(Screws)-Fasteners used to attach parcel clips [i of the .An end lap back-up plate item 2A)to be used at panel2)to plywood substructure(hem 3A)or plywood decking t Vertdlap A bead of sealant may be used at panel end taps and 8)to be No,10-12 pancake head,No.2 Phillips drive,Apt �` aider ,Ribs to be seamed with an electrical or hand seaming oosted steel screw.Fastener length to penetrate plywood Loo!to an a flange with a tight hent.Seeming process to include by man n!z".Two fasteners per clip. i thou portion of the Panel Gips(Item 2).Southeaster Metals 7A.Fastenem(Screws)-Screws used to attach panel clips Ow.Mfg. Inc."Bock Lok" 2. Root k Fasteners'(Panel Clips)-Located at side of panels gypsum board,OSB,beasts plate{Item 3,No.3C,respect over in. (Item 7A)(Max.Spacing 36"o.c.)Fhher of the heat foam(Item f�into plywood deck to be tee 10-12 pane topowin � heed,No.2 Phillips drive,A-(chit,coated steel screw.Two fasteners per dip. Fixed C (Not Shown)-One piece assembly fabricated from Note.The panel clip may be fastened to the bearing plate r. No.22 G min.thick it No.10-16 by 1"long eeif-driving,self-tapping pancake he Floating alp-Two piece assembly with a base fabricated from No.2 PhNllps drive coated steel screw.The panel clip/bead No.16 SG rrdn.thick steel,21 wide and a tab fabricated flom plate combination is to be fastened to the plywood deck u! No.22 SG min.thick steel,41le thick the No.12-13 truss head screws described above,inserted: 2A.Endlap ck-Up Plate(Not Shown)-No,16 MSG min.coated through a guide hole in the clip and bearing plates and into 1 steel 3"wide with two 3/a"deep legs Located under the 1;ywood deck. panel tap(50 aid min.yield strength) 78.Fastensm(Screws)(Optional)-Screws used to attach gyp- ( 3. Su ure(Gypsum Board)(Optionaij-Min.thickness 1/21' and OSB substructwu item 3 and 38)to plywood deck to t thick To a piacod either on top of the plywood decking(Item min,0.14("diameter threaded shank Phillips,bugle or trim or ri insulation(Itam 6).Combined thickness.of the gypsum head,self-drilling,sett-tapping,corrosion resistant coated s board rigid insulation prem 6)not to exceed 4". screws supplied by the manufacturer. 3A,Substr a(Plywood)(Optionalf(Not Shown)-Plywood decking 7C.Fastenem(Screws)-Screws used to attach plywood substruc to be us in lieu cit gypsum board(Item 3)to be nom.'It thick, (item 3A)into plywood deck to be No.14-13,No.3 Phillips c exposure ,apart C-D 40120 plywood.Combined thickness truss head screws,Fastener length to penetrate plywood d+ Of the ood arid rigid insulation otern 6)not to exceed 41, by min Ile,Total of 33 fasteners per 4'it W plywood shoat. I 38_Substr (OSB)(Optional?(Not Shown)-OSS decking to be 7O.Fasteners(Screws)-Fasteners at and lap to be one of the used in If of gypsum board(iters 3)to be nom 1/2"thick followi o:No,14-14'x 1"long Type AS point sett-drilling,sc Comb thickca5s of the OSB and rigid'insulation(Nam 6)not lapping hex-washer-head plated or stainless steel screws or to exc 4". 12-14 x 11/4"lents self-drilling,aeef-tapping hax-washer-heat 30.Subatr (flearing Plates)(Optional)(clot Shown)- plated steel screws.Spacing for 1W wide panels will be a 1, Bearing ate to be used in lieu of gypsum board item 3)to be 4,4,3"pattem;spacing for 18"wide panels wig be 1tlz,311: E 44 x 4"by No.22 MSG min.thick coated steel(Yield strength to 4.31/2,1 Ile pattem. be 33, psq.used under each clip only when rigid Insulation 8. Plywood Decking-Plywood decking to be graded per PSK {item 8)is located directly under metal roof deck panel&(Item 1). spec(flcations,l%^thick,exposer 1,APA 20"o.c.,square edF 4. vapor lap 9(Not shown)-a" used bettwer HUtt eWS ON blocked. sub lure item 3,3A and 38)or plywood decking and metal deo panels to be a min.30 ib.roofing fait, ! -Bearing the UL Classification Marking Gibraltar Construction Products•f>jM/F4n-7,"re 07.123/2003 03:25 GIBRALTAR SOUTHEASTERN METALS 3 92475605 N0.932 9010 � 'OSEMC CY SOUTHEASTERN ME ALS Rigid Insulation Over Steiiii, Deck/UL 580 Wind Uptift Inforr»ation Rock-Lok Construction a_5066 Wind uplift-Class 90 Fire-not investigated 4r MAX A a t z A t z e SECTION A-A 8 42'MAX B e SECTION S-8 f3 1. Metal Roof Deck Panels'-No.2 MSG ruin,thick coated steel. 3C.Substructure(Bearing Plates)(Optional)(Not Shown)- Max.panel width 16"and 18";r height 21,Panels continuous Bearing Plato to be used in 11ou of gypsum board(item 3) over two or more spans.The pan i flat area may have optioned to be 4'x 4"x W.22 MSG min.thick coated steel(601 strength striated or minor ri s placed at v us locations in the panel flat to be 33,000 ps .Used under each clip only when rigid Insulation area beginning min.of r from ribs.The upper flange of the ¢tem 6)is located directly under metal roof deck panels(item 1.) panel rib may be horizontal,or o holly formed down to an 4. Vapor Barrier(Optional)(Not Shown)-Single pty,used between angle of 0"to 90°between the v i segment and the top Stange the substructure(item 3,3A,or 3B)and metal deck parcels(item of ft rib.An end lap backup pi (Item 2A)to be used at panel 1)to be a min.30 lb.roofing felt. ar id(ap.A bead of sealant may used at parcel end laps and 5. Joint Tape(Not Shown)-Ail gypsum board(item 3)joints shalt side ribs.Ribs to tie seamed with etectrieal or hand seaming be taped with 2.5"wide joint tape. W to form a tlanga wM a tight .seaming process to include 6. Foamed Plastic(Rigid Insulation) -Foamed plastic max.thickness the upper portion of the Pared CAP (Item 2).Southeastern Metals 31/20 when gypsum board(item 3),plywood(item 3A)or 098 Mfg,Co.,inc-"Rock-Lak" 2. Root Dock Fasteners'(Pend bearing C -Located at side of panels ea1SB)is used end 6"when bearing plates are used.MM. over Substructure(item 3,or 313)(' spacing 48`o.c.), bring strength to be 20 psi. Substructure(item 3A or 30 with spacing of 36'ox.)and Wnsulatlon(Optional)-Compressible blanket Insulation 8"Max. over Sub-Purhn(item 8 with max: acing of 60"oz.)Either of thickness before compres8ion. the following, T. Fasteners(Screws)-Screens used to attach penal clips to steel Fixed Cop Not Shown)-One pian assembly fabricated from sub-purlins{Item B)to be No-1/4-14 by min-1"long self drilling, No.22 MSG min.thick steel,311e Ide. self tapping hex-washer-head plated sleet screws.Two fasteners floating Clip-Two piece assemb with a base fabricateti from per c0p' No.16 MSG min.thick steel.2"wi a and a tab fabricated from Easterners used at acrd Jap to be one of the following: No.22 MSG min.thick Stasi,4n/a" We. No.V.&A4 by 1"sang type AS point self-drilling,seit-tapping hex-washer-head plated or stainless steel screws or 2A.£ndiap Back-Up Plate(Not Shown -Na 16 MSG min.tffick No_12-14 x 1 TW long self-drilling,self-tapping hax-washer-head coated steel channel,3"wide with a slat"deep legs.Located plated steel screws.Spacing for 16'wide panels will be a 1,3, udder the panel end lap(50 ksi m yield strength). 4,d,3"pattarn;spacing for 18"wide panels will be 11/2',31/2",ion 3- Substructure(Gypsum Bow%Q(Optal)•Min.thickness Me 4,4,311e 11/2°pattern. thick.To be placed either an the t000f sloe)deck(Item 9)or rigid 7A.Fastentrs(Screws)-Scram used to attach panels clips through insulation(Item 6).Combed thickn of the gypsum board anq gypsum board,OSB,bearing plate(item 3,39,or SC,respecavefy) rigid insulation()tern 6)not to ex a". Into metal deck to be No.10-12,No.3 Phillips drive truss head 3A.SubsMw_1vm(Plywood)(00ptJanal( Shown)-Plywood decking coaled sleet screws with Phillipa head.Fastener length to penetrate to be used in lieu of gypsum board em 3)to be nor".112,thick, drier panel 1h".Two fasteners per clip. wdposurs sheathatg,span C-iJ 4..WDGcuTlbin ed thidat� Note;The panel dip may be fastened to the tearing plate using of the plywood and rigid insulation(,em.6)cwt to exceed 4 two No,10-16 by 1"long self-driving.self-taWng pencaks flied 3B.Substructure(084)(OptIotiat)jj i Y Aown)-"OSS decking to be M.2 Phillips drive coated steel screw,The panel clip/bearing used in Hew of gypsum board(item to be nom.'Ar thick. plate combination is To be fastened to the steel deck using the i Cic"Iriou thickness of the Cr_5S oris$rigid insulation(item 6)not No,12-13 truss head screws described above,Inserted through {t to exceed 4". a g0de hoto Irj the bearing plates and into tn9 how panel. � 'Besrlltg the UL Classfflcat!o Ayte4ng' Continued Page 7 t r Gibkolur Construotlon Products+SW159-0-79_35 07:'23/2003 03:25 GIBRALTAR SOUTHEASTERN METALS 4 92475805 NO.932 9011 i I Rock=Lok i r , ` Rigid fnsfrlapon Over Steel,heck/UL 580 Wind Uplift Information j Stack-Lok Construction No.5068 Wind uplift-Class 90 Fine-not tnvestigated � k 7B.Fasteners(craws)(Optional)-Screws used to attach gypsum 9A.Structutat(Pun a)-16 MSG pilin.9avge.~steel(ruin.yihld st%.rgi! 1 and!?SS sc(1 tn�^tu (Item 3 And 38)to metal dock to be ruin. 50,000 pA,Max.spac:!hg per deck and local'code requirement 0.140"diamiater threaded shank Phillips,bugle or trumpet head, for uplift loading, soif-drifting,�*Mapl.►ing,ca.r..i<m resistant coats;/steel sceSm gB.Structural(Joist)(OpOonai)(Not Shown)-Open web stoat joint supplied by h0 manufacturer, having a min.No.16 MSG upper tlartge(min,yield strerxgt)I 50,00f 7C,Fas%nom, rew;a)-Seasws used to;attach plywood substructure psi)or a nln-11C thick uppaar flange{min.yleid length 33,000 (item 3A)7IDugh rigid insultion(Kam 6)to metal deck to be No. psi).Max spacing per deck and local code requirements for upiif .4-13,No.o Pltllip6 drive truss head screws.f=astener length to toad/;<g. penetrate p ood decking b min'if.Total of 333 fasteners per 10.Structural Fasteners(Screws)-Screws used to attach 4'x E':lyYr sheet.Sc:a.s used to attach parse;Ceps to %,ta-purlins(Berm a)into structural(Item 9,9A or 98)to be No. plywood to(re No.110-12 x I'"pancake head wood screw 12-13,No.3 Phillips drive truss head coated steel screws with with No.2 r!tlps drive,or No..0-i2 x 1"!or g hex head wood Phillips head or equal Wheel thickness of steal iv greater than screw.Two tellers par clip, No.16 lam,No.12-20,self-drilling,self tapping, 8. Sub16 MSG min,thickness coated Steel(mim yield hent-haad,plated steel screws to be used.Fastener length to strength so f w),hak section min.s(d'doep,2"wide or Zea or Cee penetrate structural(Item 9,9A or 98)by Ile.Max.fastener sections,2'}*ride,2"deep,Mart.spe rig between sub-purlins to ;pacing to be 2e. be 42l o.c. I1 11 9. Structural(SL l sec±!)-No,??MS-G ruin.thickness coated sten. Fdbricate�tq vai ri5u�r proriies,min.,lets strengat,:�9 ksf.Stsaf { deck depth and=Me type,support spacrg,method of p4stioning (Ersd and Si"ops),lasteniny clad:to supports and supports to spw"to beiper deck manufacturer's and local code r� for uplwtt to ng. •Sewing the UL Classification Marking i Rock Lok In Ration Information Sidelap Dell ft$ iffocftn€cal*eamIng lbol The Book•Lok panel system requires the use of a i. mech3n"saarrief for proper installation.This j necessary seamer is designed to seam the panel clips and the foga of the panot togather for weathertightness and resistance to wind uplift load6, , C s i 6APPLIED 3�T APPLIED jI +EER +r t CUP s E PANEL PANEL k )land Seaming Tool 1 %-FASTENER AFTER SMING {{{ r 1. I f 01braitaW C*nshruogon ProdNete i 800j690-7235 7 07/23/2003 03:25 GIBRALTAR SOUTHEASTERN h1ETALS a 92475805 NO.932 0012 i 1 i f Open Pmforned Vailey End Lapping Detail • � f ! _ � Fidcf diad, '. ACC�it'it AA7+6L Eat i,W / Txf�—�/ Ye4lldsrre 1 O. H'l�i� 1•'.'r �`�.'^��i1�1� ' StuO,i�t�Y fS .-Lti Gable Roke Detail Ridgy: Cap HID Detail f l R�t!a LMG P,.uN� t �G•eK.L^JCDANF CLPW ti}H w S VP 10 SCREAM tt'-0•a4) 1 11 1 f I—.`"'ywisx W"L SAA FE y F/f� l ,-----•BUTYL are t (/( JjlJr r.-----�a-na:,•so ff•� FJ — $U.SCN�YY(7'.O'QC.� � � 1 ' //J BJTYL TAP4 J acum(7CS) 3CLAPTURED RAW(S-RA) I 1 1I I 1� �n Puv(s ANOLc(BY oThERS) ZUTYL TAPE O en.Ri � e Cap Vented Ridge Dap Detail /j i✓�,..nrama.;�aoe1 i t vrx3ArPoPAwTn-0'oc ! jf•!fDVMTAPS { / 14 rt7ePP • � ,, utwaietma) � YErlJ(vEJ1l) 911TIt TAPE QFF49T CLEAT rrr.� eu7riTAPe t 1Ftahomarmrra>t! / \}\�� L.c{.oEURE2C=�? i' Sax:ma#Ur ComtBiit"Uo i ProdU cit$$001690-7235 FI 07✓23/2003 03:25 GIBRALTAR SOUTHEASTERN METALS 92475805 N0.932 9013 1 syn wipW daver Ve-faff Soulp'u ed Gutter Detail � /--fiCC�WK PAWL, /ff iGllTT�.R SUWCR7'(t;e) wtj CIVO r1T�£TAP£ FIQQK DKPJWEL i �,w------12-14 X 1 1)7 9D c2 PER VLrrr K S:1 CUT=suppow(m) } 1 v=�++T i.^.....2} ' � � — P1_TIL TAY f v ( •••T, I ,74U tAP BRTCH SO' iWK 1t4A41t T/8'STITCM{t'-0•o.s,) i I i i ft1fr A-1j C�t!'!'f�PGPF4F!(GA•f! k { 1 wiptur+ed Gable Rake Detail Sculptured Gable Rake & Slide detail i p, ..L.1x oust l FeCGK•LtJK PANEL f J---"IP Wl1Ia•1'tcy9f•S17 ( / 1104a7711'S-1TCHW(T-0"ac.) I 12-14 x;.i`VD 41'•13"a.a) l J/ r----SVM T A?F; C4EXT QASLf RAKE 5) BUTYL T ,,, I �2.,o,c�1rr sMouw�sD(rte aa)I + d y G J�i zC-9) f RWS AIWIE(SY OT`r r3EFS1 { 1 k 1 a+::L+i.PTUREDRAKii(SR•i) SCULPT{1FL RWE(SR-4 ! { u4-14 x 7!8•3frtTCM 34;1'•(r os.) 1 MK6 SUDS(R9/) �—V7TYL TAPE'1 1t$-%A x 74CSWC4 SO(1'-41 s.c) BUTYL TAPE ' i ie Wail Rashing Rake D taff b'r#d Wall lashing Detail TJ17 TUBE SEX-Mt FASTENERS(6 OTHERS) i TUB@ S;ALAW Cc7L iTEft t i 9 eiihi+31 -2} a FASTEAERS(6r OTnms) /-- Z CL0tSURE(Z4 (Std r7) COUNTex gUSM/*(CF-2)) E�`tdiaLL F{J4Sh '!/?-14 R 718"�C►i i1•-a'ac.) i ��!j y ! i'z`W-5 J BUTYL PAPE 1 - 1 J ---iL i'{7C 1' 6 i II ,.-;4x1:t�50(;•-!7"a,.} 1 It) I) !14•taxate-srrcec€>3 4 MYM,TAM 1 i l,2-,a x t i!a sMQl1LDERbD(1'-a o c.) 1 J Z CLOSURE¢Ga) ROCK-LOK PANEL t j / r,T e K-UP L 9 CLIP%11 1".14.14,.1 IIW ao FtOgC-IGK PANEL �:is�11���..�a.....atsF=�A�.�a��aM/x.`Of►_7�?>n 6. 07Y,23r2003 03.25 GIBRALTAR SOUTHEASTERN METALS 92475605 NO.932 P014 i { i5ii.-4 Ridge spa - "",� p ! a :•rsa 1-74 Air 7lXTYP. i Itj Rc-12 2 3 p a Cop IMP It, i9 -PAiNI'r—.o � ash YBMe9 I � 1 rvp. � E HS-3 Hi Hemmed Eave Detail F Y Ix VIN �� s ict t VMwgpAr Co"wbuntliun Pv"ua%•SOM90-7235 I F r 07/23/2003 03:25 GIBRALTAR SOUTHEASTERN METALS 92475505 NO.932 9015 M 1 i I ! x gz�#5 aim Vi- a�oes { { =P''W-6- !Ih tdeen) FV-9- 1112 (aeW) I PAINTED i 1 sem° I J —41 { I f t a 45- 13W sf ' i PAINTED PAINTED E , I It l 3 i e I t t I t { I i � I { q� i i 1 w ±!� R Pw+duat&•800/690-7236 7. i 07;23/2003 03:25 GIBRALTAR SOUTHEASTERN METALS 92475805 NO.932 9016 _ _.. PV.Q- t Ih (deep) f 3 J oAih7YY.(1 1 ur _..._ w ti -va �„ ''rva cs i 41* ZF Sian I .r 1 �g 9s` r PAINTED PAINTED 1_ i 1J' s i J t, i i E i t i 3 t h t L �£&aa�-gym ,y-1 -+ sasze_..a�. = i�ui..s�._•vse .,•.y,,.�.,r, _ 4 k. 07/23/2003 03:25 GIBRALTAR SOUTHEASTERN METALS 92475605 N0.9329017 L-;:-:v 4ov of 3 g-da;.� MV yrs I, J ; ova ai,_ \ ---i tit" i PAM.w I i i I2 10 I MS.I Rake Slide { } } aIA i 1 402% 1A , - } w 1 T-d i t i 4 wiwww�wws a st �aswad�a�a asesataaiau$.aseass a-a��a�*s� - sia=.,.:gar. . F� I 0?.t23/2003 03:25 GIBRALTAR SOUTHEASTERN METALS 924?SB05 NO.932 901E r ' a• lJ } '�`?: � err;•�... �' .._ .,.,_ —V.. ,__-=� -� _— ------1 i• r i I l 1 I !� r PAlKfF,O t � �•`� �� i a sw tar � i t d_1 Gastf art Aaren GS Gutter sucaort J-- -- WA- 11 I\} u i k 07/23/2003 03:25 GIBRALTAR SOUTHEASTERN METALS 92475805 NO.932 9019 IMSEMECY SOUTHEASTERN 170ALS r SCO Sculptured t rner°Box SRE Sculptured Rake Ead 1'rm. ati+o�ac+M, T-7-7 1 180' 4' I PAINTED 1 ' SR-7 SculpturedRake SR-2 Sculptured Rake 1 I'_a tora yr sw � Twr1 r r pa tan CV .� ,ee• r T� z x. L aw• �T-h SE-2 Sculptured Eave SE-1 Sculptured Cave (Node Top) or t--„Il--•1 v vn r r ,00 POW= ,oa• r r a fir 14 426w ttor Construe Orodueft W01690-7236 i 07/23/2003 03:25 GIBRALTAR SOUTHEASTERN METALS a 92475505 NO.932 0020 RockmLok f SPB Smdptu W fto*An WE Scalph"d Gutter End eEno oom W, al1 , VARIES ~� "k• SG-t Sculptl wed Garner ,V4 lim —i Ll .57/r ttfiv SG-2 Scuipti 4rod Gutter(Retmfit) GH G~Hanger(Rafts ft yr t &g, Fr---- 41 wr !r lip ,D6• / PA LL— IME6 PAWEDy j[' 7)d• Gibr4"c C*nstmcUm PMdvfitts•800!690-7235 16 E 07i23i2003 03.25 GIBRALTAR SOUTHEASTERN METALS 3 92475805 NO.932 9021 �SOUTKASTER 'METALS 8G-E Box Gutter nd DO-1 Box Gofer $END DMN 9D' s i y � ` i g vatlea t• O I I i p g l y { @ Ll j 8EN ClC't1N 94' ; � ni 1 I I DS-2 Downspout DSS Downspout SE W V6'POP RIVET I It>r Li PAyKTFb SG-2 Seam Cove; (inner) $C-1 Seam Cover(Outer) � - r� T- Ll �I r I tT— � u ENO ;n6w i 16 Product:•800 eW7235 k 07/23/2003 03:25 GIBRALTAR SOUTHEASTERN METALS 92475805 NO.932 P022 Rock=Lok Panel Acco=odes {� f�sfisr�eru I viz-ia x 3'A x lla ho a9 x 21{2 x r/ hd Thim baud Oak-Fast SftM Mete Beed w4odtast$CmW Metal lv Hefei Connection met"."Cornechon f sox 1 x V. hd #9 x f x 1/1 hd Hex H Wd ltlsudlsst$Gmw heat"mad Motatbst 3CftW M Oloob Connection Mete)-to-Mata!Connection I #10-1 x 1 010-12 x 1 Head 1Noodtest Stemw taammko Mod t+Ista "SO- Metal-to-Wood Connectlon Meta(to-Metet Connection t t t f � pop Khat Bulb-rubo 360nt esM Soatamlgpe UL C=lip *" ReoURes 2 acrewo 1 G�4vb:a:w•v:u. � !�!�. StadtlardClip C'yr �q •':hN�:• .FiF:.. Regtdres t screw ^air, ss:D '�^uY7'CS�.•_'!"t....'...trvv-;s.....�w"t^�a..P.7 J '�':xf'tsw':iia:/:;:"�"�+a"v?'v,".x•^p,iik�• ..ate,• ,�_�. Vented Ridge OD Trim trio trentiletor OMJTL) Eat j PRV-4 Length 8-0 Length a•0 w W Sewn R9 Hand .t..��-::-�'«•.�"!�;�,. i Tool Pipe Boot Touch Up Paint Hsmrslfnq Tlwl p�brw4tttr Con�iatietlon PtodvcRta $0018913-7236 17 t 07/23/2003 03:25 GIHRALTAP SOUTHEASTERN METALS ; 92475805 N0.932 0023 IMSEM Cox SOUTHEASTERN EiALS Deisils and Folrnru Was Chimrs"F NIA1 of Retail N+NphN Fw>lnslas 2 in 12 1.Od1 1.424 1 .083 r 31n 12 1.031 1.438 ? 187 4 in 12 1.0m 1.453 3 5p 5 in 12 1.083 1.474 4 .333 ! 2t in 12 1.119 1.500 8 .417 7 in 1 1.158 1.530 8 .500 8th 12 /.20P 1,56d 7 583 9 in 12 1,250 1. In I 887 14 in 12 t.302 1641 9 .750 11 In 12 1 1.337 1.885 10 .833 12 in 12 1,413 1 732 » 917 12 1.00 Root C.alouNdw t=112 Spam X Rk*/Run(common tun) Hergnt=Span x Patch Scope c Common Run x Factor ft f i -fm L--ftm r r Triarvw Avec=1t2 x 9 x h r =4w `��•_' Volume=i/2 x 8 x M x W p.C'-8`=H Run _ A 1 C_A��Bp Scope 8 r r i8 aWmngbw 0onstnll>ft"Ptruduels•SM690-7236 G, »07/23/2003 03:25 GIBRALTAR SOUTHEASTERN METALS i 922475805 NO.932 P024 ' Rock=Lok Slope Data FAMI*g Angio Claim Ridge Cap RC5 1720 162° 1520 1440 138° 1280 1200 114' 106' 104' 98' 90' 11"fildgC Cap F1G1 t C 1720 1620 1520 144' 1360 1280 1200 1140 1080 104• 98' 900 ! 21'Ridge Cap"P) RC-12 l 172• 162' 1520 144' 1360 1280 120" 1140 1080 ` 1040 980 900 Bldgs Cap ftMed) RC-13 172• 1620 1520 144• 1360 1280 120" 114• 108" 104' 98• 900 Preformed valey PV-3 172' 162' 152° 144' 136' 1280 1200 114' 1080 104' 98' 900 Preformed valley PV-4 V-5 p -8 112' 1620 152' 144' 1360 128' 120' 1140 108' 1040 980 90' PV-7 PV-8 Pv-9 Mien We Rdge HS-3 + 87' 810 76' 71' 670 63' e0' 560 53' 50' 47' 450 i Eave Flashing EF-6 940 99' 104' 1081 112' 1160 1200 123' 126' 128' 132' 185' 1 IBOX Gutter 80-1 94' 990 104' 108' 1120 118' 1200 1230 126' 12V 1320 135' Sculptumd Peak 90 SPB 94' 99' 104' 1080 112' 116' 1200 123' 126• 1280 132' 135' Gd2 rn%w Ptts =*%-800/694-7235 19 l „0?/23/2003 03:25 GIBRALTAR SOUTHEASTERN METALS ; 924'75805 NO.932 9025 i laSEM MET C ALS Slope Data Flashing Anglo$pocl r Chart ScuoWmd Eave(Wsdo Top) 1. SR-1 104• 109' 114' 1089 112• 116° 120' 123• 1260 128' 132• 1350 Scutpturcd Eave SIE-2 I, 1049 1099 114' 118' 1229 126' 130• 1339 136' 1389 1429 145' j 6 i GLOW pon GA-1 94' 999 1049 108' 1129 118' 120• 1239 126' 128• 1329 135' Er4waH FbtsNng(Pitch Brea. EW-5 94' 99' 1040 1089 112' 118' 1209 1239 128' 1289 13V 135' DcMrtdnd Eave IMP 94' 99' 1049 1089 112' 1189 120' 123' 1269 128' 132' 1359 i Endwaq Flmhm EW-4 94' 99' 104' 1089 112' 118' 1209 123' 126' 1289 132' 135' Other a mn tmm p1 !m” b"s upon•reaumd i +t !I I i 20 Gfbtmitw Colobvetion Rvoducft•8{ OCI-7225 f " 07/23/2003 03:25 GIBRALTAR SOUTHEASTERN METALS 92475605 NO.932 9002 I Nonhbrook,111inois-(847) 272-6800 Melville.New York•(631) 2714200 Santa Clara,California-(408) 965-2400 Research Triangle Park, Noah Carolina•(919) 549-1400 Underwriters Laboratories Inc.(2) Camas,Washington.(360) 017-6500 SOUTHEASTERN TATS MANUFACTURING CO UL COORDINATOR 11801 INDUSTRY R JACKSONVILLE M.32226 Your most r xent Certification is shown below. You may also view this information, or a portion of this ini irmation (depending on the product category), on UL's Online Certifications Directory at www. .coax/database.Please rearview the text and contact the Conformity Assessment Services staff men ber who handled your project if revisions are required. For instructions on placing an order f r this information in a 3 x 5-inch format,you may refer to the enclosed order form for UL Card 3ervice. Tiry January 8, 2002 Metall Roof Deck Pai kels SOU'rHEASTERNMETALS MANUFACTURING CO 820735 11801 INDUS Y DR,JACKSONVILLE FL 32226 Coated steel panels idew fied as—A and-Lok"for use in Carotnictim Nos.754,255,261,303,342 and 343. Coated steal panels ident fied as"Rock-Look"for use in Cot»icdon Na.506,506A and 506B, See Roof Deck Constriain tin/for downphon of constnutlon numbers. LOOK FOR CLASSIFICATION MARK ON PRODUCT 267337002 Page 1 of 1 A not-lor-profit organization dedicated to public safety and committed to quality service Map Output JAXGIS properly Information } 41 1, 48 ; , +464 pt { 24 3d 1856 J } ,15 45+ / f +504 � 25 � % A4 , y J i 9 46s 70 71090 0050 - 1480 +48? 41s 1— r , 825 J` y 1 'r 1420 i f t 448 r r 1 1 1 � rJ _ ..._. � 408 V ? f 425 If i 140 � "S (;1 850 J 875_T �fl wcaprutiq t k F�^ J f load dUse t Toted sp I Descriptlons fie ddress Value cres �g not 3g-2S-29E .72 # ame 487 OYAL PALMS UNIT 09 O AYPORT R .72 0 TRACT A RECD OIR 10497 &K PROPERTIES MANAGEME BEING 17110 DEVELOPMENT INC 2233 4/30/2003 http://maps.coj.net/webs,te/Duva,Maps/tootbar,asp 0?/23/2003 03:25 GIBRALTAR METALS + 92475805 NO'932 P001 "IDAPAbLAK aoutneames Manufacturing Co.,Inc., CONSTRUCT100f 11 Sol lfidus-�j Drive 800-874-0335 X281 904-757-4200 MESSAGE VIA FACSIMILE TRANSMISSION ' TO: p4r, hylltw DATE: ee FAX ., A4�4941 TOZAL PGS. INCLUDING COVER: 26 PESPON6E REQUIRED: SUBJECT' 11 L b"; koct-to e A/V AMY - to 1�&21A41 0 A &4cx 66 I RAJVF- TUjRN-- X NUMBER IS (904) 696-2536 _ ZiUI 22 03 11: 18a Ken Durden [9041 641-8162 p. 1 q Armored Metal Works , Inc. 9783 Bogan Bead 18CkSoMMie,arida 32246 Phone[904}219-9118 � 1 A SSS tc,11 r ---t e- C j ck \A C�.� cmc- \A e vnnv\,,c c, ov, C-\ S v, r E `� . G1 0^,�ti C �'e_ �� c_.f _ c.v t�_C� C�o p l 1 t eL C- 1 22 03 11: 18a Ken burden (9041 641-8162 P.2 Rock-Lok Metal Roofing Panels Structural Standing Seam Roofing System Mechanically Closed r < 150 mph high wind and hurricane zone rating Rock-Lok combines arrhitectural styling Panel with outstanding structural performance Gauge 24 and ease of installation. Width inches 16 Thickness in. 0.0236 Performance-engineered to provide Minimum Slope unmatched durability and reliability, 1/2"/12"pitch Rock-Lok combines maximum design and aesthetic value. Yield Strength 50 KSI ty Rcx.k-Lok pwiels are mechanically seamed in place utilizing concealed clips,and are Weight available with factory applied mastic. 1 s5h PSF Positive Bending The low slope requirements of Rock-Lok 1 x iN./4 0.213 (minimum '/<"/12')are particularly attractive S x INA 0.123 for commercial applications. "- Negative Bending Rock-Lok:s slnx:tural strength permits 1 x IN./4 0.122 application over open purlin conditions. I x IN./3 0.107 Rack-Lok is available in 9 attractive SemCoat Plus Kynar colors,and Nominal 16"(15.940) ` acrylic-coated galvalume. , 2" , Long lite warranties are available. i � r r Testing T ! Underwriters Laboratories Inc. 5.540" 5.20" 5.20" ASTM E-1592 AS 580 Class Ai Wind tion Rock-Lok Panel Section Properties ASTM E-1680 Air InNltration p ASTM E-1646 Water Infiltration Allowable Wind Loads PSF(for three or more spans) UL 2218 Impact Resistance UL 263 Fire Resistance Live Load(Stress) Live Load(Deflection) 3' 4' S' 6' 3' 4' 5` 6` 277.1 155.8 99.7 1 69.3 318.9 178.9 114.5 79.5 1.Section Pr(p)erlieti are tracing design refer to A.I.S.C. a. The allowahle loads for theoretical computed for or A.I.S.I.specifications. deflection are based on a flexural loads per A.I.S.I. Cold limitation of spanv1801 formed Stool Design Manual 3. lahulaled load,arp based 1986 edition.Sx is for stress on a uxrthnxrus heam over 6.The actual weight o1 ore rrx,t defennination.and Ix is for three equal spans.For~tress panel has to be deducted IRMO Side Lap Hemmed dellet:hon determination. loads a 2 span load will he.fi0 the allowable inward load to Side Lap of the 3 span load. estimate the actual"Live Load" 2.Panels are nul t lo-signed to capacity of file parol, provide daptrraym capahililies 4.The allowable loads have or stability to ptrlins,for proper not heen increased by 331/3`.'b for wind uplift. 5 CITY OF ATLANTIC BEACH i 800 SENIINOLE ROAD ti ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026430 Date 7/02/03 Property Address . . . . . . 1447 MAYPORT RD Tenant nbr, name . . . . . . UNMETERED MAIN 800AMP Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ B & K PROPERTIES KNIGHT ELECTRIC LLC 172 CANAL BOULEVARD PONTE VEDRA FL 32082 (904) 273-6969 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 109 .40 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 109 .40 109 .40 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 109 .40 109 . 40 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: -7- 2 200.3 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL CONTRACTOR: 'hh/� / LL c MASTER ELECTRICIANS SIGNATURE: OWNER OF PROPERTY: 1?�- K JOB ADDRESS: N q 7 M4�I�T I&A0 RES.( ) APT.( ) COMM.(V,"-PUBLIC( ) INDUS.( ) NEW OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NEW INCREASE( ) REPAIR ) CONDUCTOR SIZE AMPS: COPPER( ) ALUM.( ) FEES SWITCH OR BREAKER a AMPS PH W VOLT TRACEWAYS EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL G RECEPTACLES CONCEALED OPEN TOTAL oC 0.30AMPS I I 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA NO. IKVA NO.NEON TRANSF. NO I VA I MA I MOTOR SIZE I SWITCH FLASHERS EACH SIGN 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us RPvked 01/17/01 ''51 rL�11'Jv� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . 03-00025973 Date 5/09/03 Property Address . . . . . . 1447 MAYPORT RD Tenant nbr, name . . . . . . REPAIRS/EXT SW/ROOF/WDWS Application description . . . COMMERCIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 150000 Owner Contractor ------------------------ ------------------------ PRIMO CONSTRUCTION SERVICES 1339 CESERY TERRACE JACKSONVILLE FL 32211 (904) 744-0500 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 610 . 00 Plan Check Fee 305. 00 Issue Date . . . . Valuation . . . . 150000 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 610 . 00 610 .00 . 00 . 00 Plan Check Total 305. 00 305 . 00 . 00 . 00 Other Fee Total 35. 00 35 . 00 . 00 . 00 Grand Total 950. 00 950 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL RETURN iCiN #743 Book 11059 Page 286 NOTICE OF COMMENCEMENT 77 (�$�� p State of �"�.9 2 117 Tax Folio No. t ( P L v lJU County of -Z>LLO hd To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property beingprroved:r -rr—�t%IG�'1 c Address of property being improved: t General description of improvements: L Owner: Address: 2-22D ' Owner's interest in site oft the improvement: fie& g.%nAfAA Fee Simple Titleholder(if other than owner): Name: !t/ Address: Contractor: tJ 5'Qs Address: Phone No. Fax No Surety(if any): K! / & Address: Amount of Bond$ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Floridk Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER y-,$igned: A '� .." Dote: Before k day of - in the County 0 N 03i�42267 of D 1 S ate of ida,has arson lye peared Book:�t 1059 '�,�. 0 Pa e: 286 Nota P blic at Larb,State of Florida,County of Duval. Fred $ Recorded M commission expires- JIM x ires: 04f29/2003 12:36:44 PM Y P -s JIM FULLER Personally Known: or CLERK CIRCUIT COURT Produced Identification: WA RECORDC INTY ING 5.00 1.00 TRMT DCWY j 100 JENNIFER SCHLUETER MY COMMISSION#DD 121301 EXPIRES:May 27,2006 Z-4 �RP�1`',. Bonded Thru Notary Public underwriters ¢ it�403 Paso LOLT x r X`ti, f w: r r OM1r r r . f d t yy < the saitf, Grantor has caused this instrumem to`be txecuted in its name by its duly, z corporate seal to be hereto affixed the day ancf"eAr'first above written. fre6eIIc6 iY ,. V'.. Fre c. .. David L (Corp�x ' t( r. OANa rr t •,a gq "'tYtYtY {� r The foregbira nstruiment wag acknowledged before me this 12th day of March,goo by David E. Lewis, President t f lid Lewis, lnc., a Florl4,A'- o ` on,"o'h behalf of the corporation. He/She is 16913dMi i known to me or has produced rn, as identification: - ota Si a cY ualY 9 Title or Rank) Notary Printed Signature tl NDD076222 erial No.,if any) /,**5,,P1 C A-'�\# :: a I: j•:.'' f is,.'. ... 3 Y v ads gt i, a :! p x apt i ! Pape 2 Form Software Ey Automated Real Estate Services,Inc, t=aoo-9 +m oti►nr, r 404403 pave 7 s• �'aarr' w h •:h „ t 'tk d 4 A n #y n 4r ` r SI K 4 ✓ F� K 3 3 Z *r All' b� 11 �9 ' I $ I AIV 6r VAI Nti aEkh� :i• d ? 8 ,r a '6 S w y �� .-s9a +3 $9n"i� j ., 'N7dt a i ia�ta" t "A" a shown on the Plat off`FRa * r ,Palms cYivi� `` it one, as recorded in Plat Book 30, �,,, pages 60 and 60A of the currAnt-,public records of Duval County, Florida together with ai''part;,of ,the Castro y Ferrer Grant, Section 38,, Township 2 South, "Ftai�n -10 East, Duval ',county, Florida, more particularly described as follows: For Point of reference commence at the Southeast corner of the aforesaid Tract "A"; thence run North' 23037133" East along the Easterly line of said Tract "A"' a distance of 193 .86 feet to the point of beginning;thence run North 69°31,25" West a distance of 172 .46 feet; thence run North 20°28135" East along the Easterly right of way line of State Road A-1-A (Mayport Road) a distance of 168.00 feet; thence run South 69031125" East a distance of 181.71 feet; thence run south 23037133" West along the aforesaid Easterly line of Tract "A" a distance of 168.25 feet to the po :iit off;`k��ginning. j 1„r � = CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD *° ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904)247-5800 FAX:(904)247-5805 tSUNCOM:852-5800 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application # 0-3-- ,67q 73 Applicant: J__ )<� DCVI Address: nzr— -ain Project: S' Ui o Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed Date Contractor Notified Date CITY OF ATLANTIC BEACH + PERMIT CALCULATION SHEET Date: J-- `/—0 3 �SAY�- • / ntir v � Address � /y `//0©,2 r �c'� S ffF,�-� iQ C 452 . Heated Square Footage 0@ $ per sq ft = $ Garage/ Shed _ @ $ per sq ft= $ Carport/Porch @ $ per sq ft = $ Deck @$ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ D Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: _ TOTAL BUILDING FEE $ ZONING: C_(, + '/a Filing Fee $ FLOOD ZONE: _ ( ) Fireplaces @ $35.00 $ U IMPERVIOUS SURFACE: 5-0T� BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( ) RADON HRS .0050 $ SECTION H PAVING( ) $ CROSS CONNECTION $ 3 �-- ST( ) SURCHARGE $ o OTHER $ GRAND TOTAL DUE: $ 1/13/03 .� 21 r s1 . CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) 7„ I TiY1?V 'I Date: Job Address: -"WOWAy oq QnJl A2:n c-, 1' j Owner of Property: Ilk Address: 55 it) ( F A C 44 'Rwotl 2 ��� Telephone: Legal Description: Block Number: Lot Number: Zoning District: Contractor: P 1140 �eNSTR!/C'T10� State License Number: /CI%C, e) C7 / Contractor's Address: /3.. 9 CQSGkv i i^/LZCE �)ACks0A) 011e FL .32Zj/ Telephone: Fax: 2.774 Describe proposed use and work to be done: S 2 1 J Present use of land or building(s): g�ng_Mr 9_4W loll, Valuation of proposed construction: # - " Is approval of Homeowner's Association or other private entity required? A10 If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? J5 NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading planis required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify.that all information provide with this application is correct. Signature of owner' A Date: I hereby certi that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information beilnW.true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: A I A A, Date: 2 Address and contact information of person to receive all c espondence regarding this application (please print). P-11 Name: �"(��� q+ IQ1�t�i�A T7 Mailing Address: Telephon yQ.�7 -- SC9 t`� Fax:� - �- '��_E-Mail: AS TO OWNER: Sworn to and subscribed before me this t day of State of Florida,County of Duval JENNIFER SCHLUETER Notary's Signature: MY COMMISSION#DD 121301 EXPIRES:May 27 2006 Er- Personally known sadedmury , NotaPubncundenvdters ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of (�Y7. _, 2�� State of Florida,County of Duval a.. Notary's Signatur L-:E IFER SCLDD MISSIO01 personal) known RES:Ma ❑ Y.NotaryPters P produced identification Type of identification produced' 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 ray- CrrY OF AIIANTIC BEACH 'rZf JJ�, 800 SEMINOLE ROAD ATLANnC BEAM,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM-852-58W httpJ/cLatbntic-beach.ft.us . /X3131}*`' May 14, 2003 To: Jacksonville Electric Authority Property Appraisers Office Bellsouth Communications Atlantic Beach Water Department United States Postal Service Pat Welte, 911 Emergency Coordinator Atlantic Beach Police Department PLEASE BE ADVISED THAT THE FOLLOWING ADDRESSES HAVE BEEN CHANGED: OLD ADDRESS NEW ADDRESS 2495 Mayport Rd. 1487 Mayport Rd. Units 1 — 9 1457 Marypott Rd 1447 Mayport Rd. Units 1 — 9 725 Atlantic Blvd. 725 Atlantic Blvd. Units 1 — 21 PLEASE ADJUST YOUR RECORDS ACCORDINGLY. Sincerely, Don C. Ford, C.B.O. Building Official May 14, 2003 To: Jacksonville Electric Authority Property Appraisers Office Bellsouth Communications Atlantic Beach Water Department United States Postal Service Pat Welte, 911 Emergency Coordinator Atlantic Beach Police Department Atlantic Beach City Clerk Office PLEASE BE ADVISED THAT THE FOLLOWING ADDRESSES HAVE BEEN CHANGED: OLD ADDRESS NEW ADDRESS 1495 Mayport Rd. 1487 Mayport Rd. Units 1 - 9 1457 Mayport Rd. 1447,Maypart Rd. Units 1 -- Jq�, 725 Atlantic Blvd. 725 Atlantic Blvd. Units 1 - 21 PLEASE ADJUST YOUR RECORDS ACCORDINGLY. Sincerely, Don C. Ford, C.B.O. Building Official ,� CITY OF 4&"4-c leruh- r Office of Building Official REQUEST FOR INSPECTION Date 4 Permit No. Time rd," A.M. Received _et��'� Locality Job Address �.C -rT n Owner' Name ctor ______ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing ❑ o ;ng Rough _ Air Cond. & O Re Roofing Slab — Temp Pole F Top Out Heating Insulation Lintel E Final 5 Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Thurs. Friday—PM- A.M. ridayP.M. A.M. Inspection Made P.M. inspect final lnspecti Certificate cc ncy Date a` ' 415 MENT OF 80II.0I*8 OF ATLANTIC UACN 1 4 t - I.t?CI T OI!I I iP`Q IAT.ICSN I L N m�be . Ti A C I sS . I a r MA.YP4RT' ROAD' 1TLANTI BEA FI4hI #A 3 , a ,Iyb. IA RD Fet L . DIDI�: at » OMMEFtCIAD/ THER Tow nsapa ISN : , ' 0 "• 22 `« .'` cods ie AM Of IO .. �. .. .. .», APPLICA PS Ct PZRX ' Il1,1 d A+P ..? �'-�r, 7:rr AT DON OPS-li.>R. ,(Y II!I 't -00 "A I` AL JMPROVE.ilk D&:X17 TAP 0 YACL �r SARu. 'i' t� "I O S I+i C l I~It: 0 i� RTES. F NOTICE—ALL GOI�I RI fORMS AND FOOTINGS MUST 8t IN$P�GT�t1 BEfQRE#�C?URiNG FMERMIT VOID SIX MONTHS AFTER DATE OF ISSUE E ,« € UILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MIDST NOT BE'PLACED IN PUBLIC SPACE,AND MUST BE LEAKED UP AND HAULEDAWAY 6Y EITHER CONTRACTOR OR OWNER.. gePROOSATYOWNEAPAM t� C �A :YW1TH THEM CNANI+ S' LEEN LAW CAN RSSUL7 IN YG TWICE FOR UILDING 114 PROVEM'ENTS." slab.AGCORDJN4 T,O APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SU� TQ R� � OR r K3LATIONOF APPLICABLE PROVISIONS OF LAW. tiE�IPT NMI 1100aMT1e B ACHiBtlll*b1NG DEP I3TMEN Oct. r'. :U:1 FAX LUO—tib c REMAL F 8 I + 1 F-11IIlll>s 11Ig!1w' I y = J, O,r(1. 31t FaxiQQ14) 73?M27 1 TW: �- Sa ISSUED BY KIRBY TENT RENTAL Division of Kirby Rental Service & Sales 4.11 Harnes Avenue 8711 Phillips Highway Orlando, Florida 32805 Jacksonville, FL 32256 MANUFACTURERS OF THE FINISHED TENT PRODUCT DESCRIBED HEREIN DATE: October 3rd, 1993 This is to certify that the materials used in the construction of the 20' X 4Q' White Framp. Tent Rented by; Dagher Printing Co. Erected at same location 1457 Mayport Rd. Atlantic Boh, F1 _ 12213 ,have been flame retardant treated(orare inherently non-flammable) Snyder Manufaturing Co. *by the Their registered application concern number F-140-01 is approved and registered by the State Fire Marshal and the application of said chemicals was done in conformance with the laws of the State of California and the rules and regulations of the State Fire Marshal. Flame Retardancy Cannot Be Removed By Washing And Is Good For The Life Of The Material. *THEIR [F-:140-01 j REGISTERED ,%DPLICATION Signed TENT DEPARTMENT *XXX414 ma PREPARED 6/04/03, 8:14:30 INSPECTION TICKET PAGE 8 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 6/04/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1447 MAYPORT RD SUBDIV: TENANT, NBR: REPAIRS/EXT SW/ROOF/WDWS CONTRACTOR : PRIMO CONSTRUCTION SERVICES PHONE (904) 744-0500 OWNER . . PHONE PARCEL . . 171090-0000- - APPL NUMBER: 03-00025973 COMMERCIAL ADD/RENOVATE/ALTER ------------------------------------------------------------------------------------------------ PlUIT: BLDG 00 BUILDING PBYNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 13 01 5/23/03 LJH BD RAMING TIME: 08:00 5/23/03 AP PA TIAL FRAMING µ� 13 02 6/04/03 LJH BD FRAMING TIME: 13:00 tial framing -to -------------------------------------- COMMENTS AND NOTES -------------------------------------- 0 n r* WN_ owl AT �7 ISSUED BY KIRBY TENT RENTAL ��sr Division of Kirby Rental Service & Sales 411 Hames Avenue 8711 Phillips Highway t 3 Orlando, Florida 32805 Jacksonville, FL 32256 MANUFACTURERS OF THE FINISHED TENT PRODUCT DESCRIBED HEREIN DATE: October 3rd, 1993 !�AEjF4 This m to certify that the materials used in the construction of the_20' X 4G I 9ALQ Frame T!P-ut .;i Rented by; Dagher Printing Co. Erected at same location . 4. 1457 Mayport ltd. r - to rir ch 'A 9,-? have been flame retardant treated(or are inherently non-flammable) I;yg 'by the Snyder Manufaturing Co. Their registered atspEication concern number V-14u-01 is approved and registered by the State Fire Marshal and the application of said chemicals was done in conformance with the lays of the State of 71 California and the rules and regulations of the State Fire Marshal. z n Flame Retardancy Cannot Be Removed By Washing And Is Good For The Life Of The Material. ` 'THEiR F-140-01 /► Y REGISTERED APPUCAT'iON CONCERN NO. Signed "--►► a.t. -,,_, _,� TENT DB-ARTMEmT T 8544 1 PARTMIENT OF BUIk N+Q ' � a OF ATLANTIC BEACH" .,. ": t �, �....- P�R>�llfi INL�'q �bTIC3N .,.; . ., .... .4�,f! . LOCATION INFORMATION �_ �r r N.unb �x ActIAS I47lAXPORT FORD Prmit, `' F�" RLEr:T 'I> AXATLANTIC BEACR,. FLORIDA 32233 , . LROAL o Or ION Lot* Slo�r'k s �c� r.` TT pe: MA�Ot RX SR.I CA" RNC , 0 ied V 4: OFFICE BUILDING ' tzwrxshi f 'e 'ngs. Cade. 0 Subc '�t: .sa oz� t, m .ted Value: .0.C30 I�rov ;Costees: 0 Vit? z, +Amou 25 { . { Mo, 2 8/94 , 1 , rk a =� 10;0ANPS PANELS �°'' ,SSSra00AMPS ' 3PH 42 240V 2"PAR TION , �. _ APPLICATION LEERS �_--- % ERMIT . . VATZR IMPACT FEE �� $0 .00 ", 1U. 91 P F 9 "� � Tom' RADON 'GAS,-H, R.S $0 ,00 NFRAT �N ..., tAUON "CAS S$s0< 0 i ... CAPITAL IMPROVE $0 .00 � Nalene R3 MiAUC �:. D,' STRZ`9 SZRER 'TAP 0 ; 0 .00 t o UACR "3223.3 F G?S 'CONNTECTION 0 , 0 �! o e 00 Type: 2 X32^0 ,R TMPA�CT PRE �eM�A� �#.OQ CONST.;SURCIAItt3R 1 0 r , , N ES f NOTICE--ALL CONCRETE E0ijIMt AND FOOTINGS MUST,BE INSPECTED BEFORE POURING PER#+/IIT VOID SIX MONTHS AFTER,DATE OF fS$UE ILDING MATERIAL,RUBBISH AND DEE RIS FROM THIS WORK MUS' N AT`I1E.PLACI D IN PUBLIC SPACE,AND MUST BE fEARED UP AND HAULED AWAY BY EjtHER;CONTRACTOfA OR OWNER t"AILURE TCS C MPLY WITH THS MECHANICS' "LIEN L.la►. CAN RESULT IN .H`E 'PROFERT1f OW PAYING TWICE,FO BUIIpIIG hRpVEMENTS." {SSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR IOL ATION 31`APPLICABLE PROVISIONS OF LAW. +000000000 004000000 �E5.00 14 E NTIC EACH ti IN' DEPARTMENT Patti 6/E8/94'O1 i l CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: J� 195 - IMPORTANT 95IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. <jq00tL'3c4 U&BL&44 �' L'1� C-';YL Cob a�Aq AOL:t�� ELECTRICAL FIRM: MASTER ALECTRIC AN SIGNATURE NAME ADDRESS: W-RFQ BOX BLDG.SIZE / BETWEEN: RES.( ) APT. ( 1 COMM.( ') PUBLIC( 1 INDUS. ( 1 NEW( 1 OLD( 1 REW.( 1 ADDITION ( ) TRAILER ( 1 TEMP.f 1 SIGNS ( ) SO. FT. SERVICE: NEW( ) INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWA qi�EXIST.SERV.SIZE AMPS PH W OLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-80 AMPS, 91.100 AMPS. SWITCHES MOTORS H.P. VOLTAGE PH& NO. H.P. VOLTAGE PHS $ BUILDING AND ZONING INSPECTION DIVISION c Z CITY OF ATLANTIC BEACH, FLORIDA Z r U. Is 4 ELECTRICAL � PERMIT a ' Date 7/26/$7 Fee S 20.00 Permit No. $IIS J Location I4S7 7POrt G Between and Q This is to certify that a (Electrical Contractor) (Master Electrician) U. E has permission to install Electrical Construction as described herein in W. o accordance with the provisions of the Electrical Code and regulations ° •.; of the City of Jacksonville, and subject to the information shown on;the Lu application, drawings and specifications which are made a part of this 3 permit. for fiaw LC 1111msiafts •' W a Type of work: . SUI o '� SERVICE: Old ttft 200IIIIIAP5 IIS 3W 240"It 2" rAtM a :. a s _ N V Feeders: Outlets: 0 Receptacles: m Switches: H Incandescent: _ Fluorescent- Appliances, Air Conditioning: Motors: Transformers: Sign;; —Mncelloneous: IF NO WORK IS DONE UNDER THIS PERMIT DURING ANY.SIX ISSUED BY: MONTHS PERIOD, PERMIT Ele.oricat inspection Supervisq BECOMES _ _ r� CITY OF ATLANTIC BEACH, FLORIDA APP►owd bV APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: i19a IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, - WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC 13EACH ORDINANCES. tLECTRRI/I''CAAL//��FIRM- 7� MASTER ELECTRICIAN S1�,tMRE JOURNEYMAN NAME(�CEA �}&IC 7//�F ��y DRESS: BOX BLDG..SIZE BETWEEN: RES.( 1 APT.( 1 COMM.y PUBLIC I ) INDUS.( ) NEW( ) OLD( 1 REW.( ) ADDITION( ) TRAILER ( l TEMP.'( i SIGNS ( 1 SQ. FT. SERVICE: NEW 1 INCREASE( 1 REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER f ALUM, SWITCH ORBREAKER AMPS PH W (VOLT RACEWAY EXIST.SERV.SIZE 9_-00 AMPS PH W 2 WOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO.; SIZE LIGHTING OUTLETS �C+pI110EALED OPEN TOTAL ��ETACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES - BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. I N.P. VOLTAGE PHS "Z.vo MISC LLANEOU s92 k&Z&SC /0 TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA � NO. KVA NO NEON TRANSF. NO. VA;. MA. MOTOR SIZE SWITCH FLASHES' EACH SIGN FORWARDED S TOTAL FEES �'9' CITY OP _ Office of Building Official REOUEST FOR INSPECTION Date Permit No. Time M District No. Received_ ' Job Address Locality owner's 1 for Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing O Footing 0 Rough 0 Air.Cond.8 Ci Re Roofing ❑ Slab ❑ Temp Pole Top Out ❑ Heating Lintel ❑ j'J Fire Place C7 Pre Fab READY FOR INSPECTION 01, A.14 Mon. Tues. J7 Wed. Thurs. Friday P.l ._ C.- --) A.M. inspection Made 1?� P.M. Inspector ' Final inspection 0 Certificate of occupancy l DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: -- c------------ ------------------------------------------------ ------------------------------------------------1 ------ 1 ------------------------------------------------- ------------------------------------------------ y I i SINCF LY, BUILDING INSPECTION DIVISION cc:FILE NOTICE TO THE OWNER AND ALL PERSONS INTERESTED IN THE ATTACHED PROPERTY This property, to wit: C h eyKe )e f 6-o 1 cl /ry /C ( LaYy e V; ,/ C E 6 3 V 4 /V 20 ?-3 No ?"lq 6, located at: / S FLI is improperly stored and is in violation of the Ordinance Code of the City of Atlantic Beach, Florida; Chapter 21, Article 11, Division 1, Section 21-24 (a) and must be removed within ten (10) days otherwise it shall be presumed to be abandoned property and may be removed and destroyed by order of the City of Atlantic Beach. If the property is a motor vehicle, the owner will be liable for the costs of removal and destruction. Dated: /Z y Signed: I-It-A-1 /Y Police Officer Atlantic Beacholice Department 850 Seminole Road Atlantic Beach, Florida 32233 (904) 249-5606 /q! U NOTICE TO THE OWNER AND ALL PERSONS INTERESTED IN THE ATTACHED PROPERTY This property, to wit: 550-n -2-0 RU W located at: 7`i-nn is improperly stored and is in violation of the Ordinance Code of the City of Atlantic Beach, Florida; Chapter 21, Article 11, Division 1, Section 21-24 (a) and must be removed within ten (10) days otherwise it shall be presumed to be abandoned property and may be removed and destroyed by order of the City of Atlantic Beach. If the property is a motor vehicle, the owner will be liable for the costs of removal and destruction. Dated: D S- 12, _ / Signed: iZL Police Offi 'r Atlantic Beach Police Department 850 Seminole Road Atlantic Beach, Florida 32233 (904) 249-5606 - , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025764 Date 3/31/03 Property Address . . . . . . 1447 MAYPORT RD Tenant nbr, name . . . . . . SIGN 24 SQUARE FEET Application description . . . SIGN PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ OWNER ---------------------------------------------------------------------------- Permit . . . . . . SIGN PERMIT Additional desc . . Permit Fee . . . . 65 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 65. 00 65 . 00 . 00 . 00 Plan Check Total .00 . 00 . 00 . 00 Grand Total 65 .00 65.00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL e � CITY OF ATLANTIC BEACH r� 800 SEMINOLE ROAD a ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904)247-5800 s FAX:(904)247-5805 SUNCOM: 852-5800 " http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application # ns - �2 S-7 (o C ) c Applicant: ?v o.� t C Address: Project: /Your application is approved *._ l(Our permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed 5/Z i-� f p L_- Date Contractor Notified Date s,iluu.4.1 Wall signs §3108.4.2.1 Wall signs attached to exterior walls of solid masonry, concrete or stone shall be safely and securely attached by means of metal anchors, bolts or expansion screws of not less than 3/8-inch (9.5 mm) diameter and shall be embedded at least 5 inches (127 mm) . Wood blocks shall not be used for anchorage, except in the case of wall signs attached to buildings with walls of wood. A wall sign shall not be supported by anchorages secured to an unbraced parapet wall. � p N CITY OF ATLANTIC BEACH SIGN PERMIT APPLICATION -f J� Date: �` 26 Job Address: / % � /�� PO � b R E U 10 CICS OOM Owner's Name: Poet\ r--R. 14 N*-1 E L ,, SS Address: 353t, U 1 tJ c rr S 1 �U b 1 o d iJ *(23 L Phone: Q9 I -q Lt 5S Legal Description: Block Number:- Lot Number:rZ� ul � istrict:KA C Contractor: 5 LA n S ign S L�,ar ry �b 1�rr�State License Number: o 3 Address: �I U a Phone: --y y y City: A t tan-h a b e-ac h State: EL Zip3q'�a Fax: 9 q L11 1 Electric Permit Required? ❑ Yes*)4"'No *Electrical Contractor: Dimensions and total square footage of sign: q' X 6 ' = 2`1 Sal Ft Please provide two(2)copies of application and the following required information: 1. For all Freestanding Signs, include survey or site plan showing location of proposed sign(s), and all dimensions including height and distance from property lines or right-of-ways. For Wall, Fascia and other types of Signs, include elevation drawing showing location in relation to adjacent signs, mounting detail and type of illumination, if any. 2. Provide linear frontage of office, business or storefront, or entire building, as appropriate. 3. Provide completed owner's authorization form if applicant is other than property owner. 4. Other information as may be required by Chapter 17 of the City of Atlantic Beach Municipal Code. I hereby certify that all information provided with this application is correct. Signature of Owner: Gl Date: Z fo A I hereby certify tha ave rea and examined this application and know the same to be true and correct. All provisions of the laws and or/di ces governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules,regulations,ordinances, or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provi as equired. Signature of Contractor: Date: ?j _ 2 G V� 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ei.atlantic-beach.il.ps Page 1 Revised 1130/03 Address and contact information of person to receive all correspondence regarding this application (please print). Name: S 1 r\r i sc k g4 Cl Mailing Address: It la f1 t l C Phone: Q Lj I - L4�H L:'j -Fax: I y 1 / E-Mail: AS TO OWNER: Sworn to and subscribed before me this h day of Ma-CC ,20©.3 State of Florida,County of Duval NN.HNN.M.N.M / J Uk EM �j o! Notary's Signature: o f n C' c n t r>_iL ]'Personally known �, � ,�� ❑ Produced identification is Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this h day of m alt C` ,2003. State of Florida,County of Duval Notary's Signature: 1.n A Ck ....................................... .. .. [Personally known as LINDA ELLEN XW e *pD01761y16 ❑ Produced identification ,EXPW III=" Type of identification produced tidy eandsd uNo4 • Flotlds No"Assn.,har. 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/30/03 � � � fix 4•: t N A T / 0 N S, / N C March 27, 2003 This letter authorizes Sunrise Signs to act as my agent in the permitting and installation of the sign described below. Sign Description: H ' x 6 ' For .,ea e Sign Location: 1_14 y 5 dY1C��t ©�" t2 E 1-7 1 Qq 0 0 d OG AA-10. n t i c11 F'C Lo n FL 32233 Owne?s Signature: __..._.� Date: AS TO OWNER Sworn to and subscribed for me this 64h day of 20_Q3 State of Florida, County of Duval ,� Notary Signature,;T L nJ Q F( (C n `1`lo t no - 1/ Personally known Produced Identification Type of ID produced: 1089 Atlantic Blvd, Suite 1 •Atlantic Beach, FL 32233 • (904) 241-4443 Office • (904) 241-4471 Fax 54'-Ou I 179.0" ---------- 6"-0 FIDR LEASE 4' « JOB Ben Erhayei LOCATION-1445 Mayport Road DATE 3/26/03 SQ FT 24 Sq NR's ft SIGNS /MA G/NA T/ONS, /NC. BY leh SCALE_1 = 11 1089-1 ATLANTIC ATLANTIC BEACH, L 322233 (904)241-4443 fox(904)241-4471 HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Building Department 247-5845 Mar 28 2003 11:42am Last Transaction Time Typg Identification Duration Pa= Result Mar 28 11:41am Fax Sent 92414471 1:00 3 OK CITY OF ATLANTIC BEACH ICY 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 1 TELEPHONE: (904)247-5800 FAX:(904)247-5805 —+ � SUNCOM:852-5800 http://ci.atlantic-beach.fl.us r :" %�'► " iq PLAN REVIEW COMMENTS Permit Application # Applicant: S v til r-tS` . I 5 Address: Project: Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed tea'd.�-��c-- Date D e;' Contractor Notified Date CITY OF ATLANTIC BEACIR SIGN PERMIT APPLICATION - - Date: � � � Job Address: Owner's Name: QV", Address:__. Phone:' )d � -Q� 1 Legal Description: Block Number: Lot Number: Zoning District: Contractor: 5 Lt n('►'sC= j tQ n Agrrj OerdState License Number: ©37 Address:_lO — n f i a n�tC PJPhone: City: [ r1 -1 (° Jc h State: EL Zip�� Fax: c;t Electric Permit Required? ❑ Yes* No *Electrical Contractor: Dimensions and total square footage of sign: q' A- 6 ' Please provide two(2) copies,of application and the following required information: 1. For all Freestanding Signs, include survey or site plan showing location of proposed sign(s), and all dimensions including height and distance from property lines or right-of-ways. For Wall, Fascia and other types of Signs, include elevation drawing showing location in relation to adjacent signs, mounting detail and type of illumination, if any. 2. Provide linear frontage of office, business or storefront, or entire building, as appropriate. 3. Provide completed owner's authorization form if applicant is other than property owner. 4. Other information as may be required by Chapter 17 of the City of Atlantic Beach Municipal Code. I hereby certify that all information provided with this application is correct. 9 Signature of Owner: ^ Date: 1 hereby certify tha ave rea and examined this application and know the same to be true and correct. All provisions of the laws and o=ices governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules,regulations,ordinances, or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provi as equired. Signature of Contractor: Date: — 2. G „ 0--f 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.lis Page 1 Revised 1/30/03 Address and contact information of person to receive all correspondence regarding this application (please print). Name: Su(-,riSC_ C�SoC- n Mailing Address: ION R to,n { (c 071 U Phone: .q I H q L13 Fax: L LI y 1 E-Mail: AS TO OWNER: Sworn to and subscribed before me this h day of rnQ.(-0{r1 ,2003. State of Florida,County of Duval *gas a � Notary's Signature: �'� ~ gzs�jl, @A d d JIVIVIN Personally known lsfsq:!�" Amalft ❑ Produced identification """""«"' """""""' Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this tA n day of M 0,-A __,2003- State 2003.State of Florida,County of Duval Notary's Signature: L.,n c 'n Cc n (01 0-,// ....................................... .... ....� DA EPersonally known � LINELLEN t�SRN� Cwnmbslon 0 DD0175196 ❑ Produced identification w 111 Type of identification produced laoo�32 t) Flaida.Notary Asm.,Inc. 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/30/03 �W ffi q ............ 31GNS / AGI A G / /V A T / 0 /V S, / /V 0 March 27,2003 This letter authorizes Sunrise Signs to act as my agent in the permitting and installation of the sign described below. Sign Description: Sign Location: N ' PC)r- - tZE1 0 d00 nt i C• FL 3223-3 Owne?'s Signature: 5 � Dat AS TO OWNER Swornto and subscribed for me this 964h day of1(`1�C' h 20j2)3 State of Florida, County of Duval a r ,� Notary Signaturet-�L nc c �- l C n `1'lo l no-Personally known i�M11 Produced Identification Type of ID produced: 1089 Atlantic Blvd, Suite 1 •Atlantic Beach, FL 32233 • (904) 241-4443 Office • (904) 241-4471 Fax 54'-O" I D11 17',0u 6 .0 FOR LEASE 4' JOB Ben Erhayel LOCATION-1445 Mayport Road DATE 3/26/03 SCS FT 24 s ft e`4%,pST G N S — — q IMA GINA TIONS, INC. BY leh SCALE-1 if = is 1089-1 ATLANTIC ATLANTIC BEACH, L 32233 (904)241-4443 fax(904)241-4471 Mar 28 03 11 : 41a Building Department 247-5845 CITY OF ATLANTIC BEACH W)SEMINOLE ROAD An ANTIC DRACT 1, FLORIDA 32233-5445 TELEPHONE; (904)247-5800 FAX:(904)247-5805 SUNCOM: 852-5800 CC PLAN REVIEW COMMENTS Permit Application Applicant: Address: Project: o Your application is approved 4--lour permit application has been reviewed and the following items need attention: A LAC KA Please re-submit your application when these items have been completed. Reviewed by Signed --Date Contractor Notified --Date--- Mar 28 03 11 : 42a Building Department 247-5845 p. 3 sX A.— <' CITY OF ATLANTIC BEACH SIGN PERMIT APPLICATION Job Address: `F ! (`�QC) 00C`�n Owner's Narrix. �Lr,� � ., .��.�F' t- _._.. .. _...._.�.—__. .,,. .. Address: .moi`' G_ �] l L) c-,rn i U PJ I o C4 PJ �3 Phone: Leal Description: Block Nurnber:I►��t—&Logy t Nurnbcr:f eP UO -fi it -nistrict: Contractor: 5 C���1 =��- �iQ nc,��I�nrl' l i a,,cpState License Number: 0-5 Address:; - _ U —_�•Phone: �, j — I W�F ; - City: AW-to-ho- 6c'(3 h State: EL—Zipti3,Z�Fax. 2H l 14 L 7 Electric Permit Required? ❑ Yes•�No *Electrical Contractor: Dimensions and total square footage of sign:_ f J' , 6 _ L, 5q N f" Plcase provide two(2)copies of application and the;following required information: 1. For all Freestanding Signs, include survey or site plan showing location of proposed sign(s), and all dimensions including height and distance from property lines or right-of-ways. For Wall, fascia and other types of Signs, include elevation drawing showing location in relation to adjacent signs, mounting detail and type of illumination, if any. 2. Provide linear frontage of office, business or storefront, or entire building, as appropriate. 3. Provide completed owner's authorization form if applicant is other than property owner. 4. Other information as may be required by Chapter 17 of the City of Atlantic Beach Municipal Code_ I hereby certify that all information provided with this application is correct. Signature of Owner: — -----^_----.—Date: -- -" �! .__ 1 hereby certify that, iave rea and examined this application and know the same to be true and correct. All provisions of the laws and ordip:xnccs governing this type of work will be complied with,whether specified herein or not. The granting;of a permit docs not presume to give authority to violate or cancel the provisions of any federal, state or local rules,regulations,ordinances, or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be pro vid as equired. Signature of Contractor: _ 4- Date:-3 - 2- 6 - 800 ZG 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax. (904)247-5845 • http://www.ei.stiantic-beach.fl.,us Page 1 keviw-d 1/30/03 STUD 54'-0" I I EXISTING _ WOOD SIDING 1A1-445t n'•o" NEW 4'Xt' PVC 0/4'9SIGN FACE SCREWED <' TO EXISTING STRUCTURE WI0X 1'SCREWS 6'-0 Mountl gDeta! FIDR LEASE 4' " PUILDIN FIB MAR 2 w 2003 BY: t JOB Ben Erhayel LOCATION_1445 Mayport Road DATE-3/26/03 SQ FT 24 s ft "R',' SIT G N S q /MA G/NA r/ONS, INC. BY leh SCALE "1 = �� ATLANTIC BEACH,— 233 (904)241-4443 fax(904)241-4471 STUD 54'•0" I EXISTING WOOD SIDING ��-44se ni•Or NEW 4'X8' PVC air)SIGN FACE SCREWED TO EXISTING STRUCTURE (6))CX1'SCREWS 6Y'0 11 Mounts gDetal FIDR LEASE 4' " JOB^Ben Erhayel LOCATION-1445 Mayport Road DATE-3/26/03 SQ FT 24 s4 ft R'� S 1 G N S /MA G/NA T/DNS, /NC. BY leh SCALE 1 "" it 1089-1 ATLANTIC BLVD. ATLANTIC BEACH,FL 32233 (904)241-4443 fax(904)241-4471 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING � 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 I Permit Number: 22316Address: 1447 MAYPORT ROAD Permit Type: REMODELING ATLANTIC BEACH, FL 32233 k Class of Work: ALTERATION Township: Range: Book: 30 Proposed Use: COMMERCIAL Lot(s):4 Block: 6 Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 257,474.00 Date Issued: 7/12/2001 Name: 13& K PROPERTIES Total Fees: 1,401.00 Address: 1403 UNIVERSITY BLVD Amount Paid: 1,401.00 JACKSONVILLE, FL Date Paid: 7/1212001 Phone: (904)545-9682 Work Desc: RENOVATION - STORES/SHELL BUILDING/EXISTING I(/AIA SMOAK COMPANIES OF N. FLORIDA PERMIT 1,401.00 I V a . 3 1 � J F NOTICE'- II�SPEC1'�115 T BE R QUE AT LEA T 24 R$ RIO TO INSPECTION BUILDING MATERIAL, RUBBISHY DEB FR HIS O ST NOT BE PLED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HA U4 � .AWAY EI ER NT TOR OR OW . "FAILURE TO COMPLY WITH THE-CONSTR TIO &N LAwXAN RESUL 'IN THE PROPERTY OWNER PAYING TVW E__,._ . UIL 1 11EITS" ISSUED ACCORDING TO APPROVED PLAN&WHIM 2E'PART 4F 0I4P M ND BJECT T EVOCATION FOR VIOLATION OF APPLICABLE PkOVJ, IOpiS Irv.;:yX. rnffi /jf ATLA C BEACH BUILDING DEPT. I MI& RETURN 40W �poc# 00 47080 &onk: 00 3 Pages: 1076 - 1077 `' r`� PAY• 'fu w Srr•AA Filed & Recorded �rutkM� 06/18/2001 09:47:19 RM 303;" �{k���NOTICE OF COMMENCEMENT c.�►.seNY�41.6 3il'! FULLER P* 122ri7 CLERKCIRCUIT COURT DUVAL COUNTY co TRUST FUND $ 1.50 � TO WHOM IT MAY CONCERN: COPY FEE E 1.00 CERTIFY $ 1.00 RECORDIN E 9.06 � The undersigned hereby informs all concerned that improvements w� be made to certain r real property, and in accordance with Section 713.13 of the Florida Statutes, the following • information is stated in this NOTICE OF COMMENCEMENT. a Description of Property �� r�<<-f 0 General Description of Improvements`Z� ' uo Owner Address: IV 0 S' v� �- T, Owner's interest in site of improvements: Fee Simple Title Holder (if other than owner) Name Address crefmocontractor 'S*- o.. k 6 rt c Wr ar pry E Address 0;4-v Surety (if any) Address Amount of Bond $ �/ Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name Address In addition to himself, owner designates the following person to receive a copy of the Leinor's Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in at Owner's option). Name Address: Owner Sworn to and subscribed before me this day of t"c - LINDA 0.SMOAK Notary Public NOTARY PUBLIC,STATE OF FLORIDA MY COMMISSION EXPIRES APR.13,2002 COMM.NO.CC 733419 a CITY OF 800 SEMINOLE ROAD ATLAN VIC BEACH.FLORIDA 32233-5445 rELEPHONE(904)237--5800 ^� FAX(904) 217-5805 BUILDING PERMIT APPLICATION REQUIRED SUBMITTALS Each application for building permit must be accompanied by two complete sets of plans, including a detailed site plan, indicating location of utilities, parking, size of yards, setbacks and other data as required by code and/or the building, zoning or community development departments of the City of Atlantic Beach; one set of Florida Energy Efficiency Code sheets (on new construction or additions of 500 sq.ft. or more); a recent survey of the land for new construction and additions; and a tree survey or letter cetifying no trees are on property. APPLICATION CHECKLIST 1. Building Application Form 12. Two complete sets of plans including detailed site plan - Four if commercial d 3. Recent survey, including tree survey or letter certifying no trees are on property 4. Owner/Building Affidavit (required when owner acts as contractor) Energy Sheets 6. Notice of Commencement TIME REQUIRED FOR PERMITTING, APPLICATIONS ARE CONSIDERED IN THE ORDER RECEIVED SCHEDULED INSPECTIONS Requests for inspection are taken from 8:00 a.m. until 4:30 p.m. Inspections are made the following working day; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number, job location and type of inspection needed. Inspections are scheduled as follows: 1. Footing 2. Under slab plumbing/sewer/electric 3. Slab 4. Cover up (framing, rough electrical, mechanical, plumbing call for cover-up on building, use building permit number and reference other applicable permit numbers (electrical, plumbing, mechanical and building, etc.) 5. Insulation 6. Final Inspection 7. Drainage Inspection 8. Finish Floor elevation survey/Certificate of Occupancy BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE Concrete cannot be poured and work cannot be covered up until building card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is the responsibility of the BUILDER/CONTRACTOR to post the building card. A fee of$15.00 is charged for all reinspections. NOTE: This application may be subject to covenants and restrictions for the permitted property. The enforcement of the covenants and restrictions are the responsibility of the homeowners association. 980 41791R D " I le"i,,,A�E:D �--- PROPERTY DESCRIPTION W, 'I;I KI Pool O& Mdo ti �ft k�caci� Lot # , Block # , Sectio Subdivision: OiI{IIg trjt?iln Gh IS, Street Name DESCRIPTION OF WORK (��/ or Address: �7�� J "TYPOQ� apao ` (If in a FLOOD HAZARD Flood Zone: area complete page 3) Brief Description zC��Jc�l ��`"d�'r L- Claa-s-.af Work: (New/ C emod Addition: Z6"1 S C j"i i Ir S ZONING INFORMATION Type of Construction: C0.A-�6-V(-hL. Zoning Propo d � District: G G use: ! Estimated value $ 116, m®d Exceptions or Variances Materials: .0 Granted: Solid or Filled C, . , Ground: E6L.1 Roof: Method of Heating: OWNER INFORMATION �.. Property Owner.• ?w,, Phone: 5 - l M Mailing Address Yt). u R "Y'14 Zip: 17-7-1 � CONTRACTOR INFORMATION Contractor: 1E (' C..• G. Phone: 1&$CI '" Mailing Address: s G 1-4 u *S L Zip: 2 2 r. STATE LICENSE NO: G �L O�3 ( $ Date e10 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND . THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE��/ of Contractor Signature DATE SWORN TO AND SUBSCRIBED BEFORE ME BY LINDA D.SMOAK THIS '7f-tL DAY OF MY COMMISSION EXPIRES APR. 13,2002 , COMM.NO.CC 733419 NOT FIRE AND RESCUE DEPARTMENT I FIRE PREVENTION DIVISION I ANTHONY L. ROSEBERRY CAPTAIN �. BEAVER STREET P NE (904) 630-0969 3ONVILLE, FLORIDA 32202 FAX (904) 630-0965 t # fJ �x:V sig, ,� )Li1C3f ire, wrifll PROPERTY DESCRIPTION QRand .0 eR 8 vc.K Lot # Block # Sectio Icacl� Subdivision: . v � rv�lll"I City ofGh Bui n Street Name ��A DESCRIPTION OF WORK or Address: �yy� ,I"�T�(QQ+� 9"�o E r< (If in a FLOOD HAZARD Flood Zone: area complete page 3) Brief Description 7C-_AJ6.IW1uAJ 16J'^0\'S !f . Class&-.af Work: (New/ emod�_IAddition: Gc A S�% �?N i ►r ZONING INFORMATION Type of Construction: Zoning Propo d District: G G Use: " Estimated Value $ . 116 9 0 d Exceptions or Variances Materials: C.AA V / c,J W0 FQ4IQvAYk Granted: Solid or Filled , Ground: Shit C�' Roof: tSii� F; Method of Heating: OWNER INFORMATION Property Owner: ,J, SEK Phone: �— Mailing Address Yt Zai iZ 'q Zip: I ZZ, CONTRACTOR INFORMATION Contractor: < �. . G. Phone !►$a Mailing Address: So G -1 u J•4�F L Zip: 22 STATE LICENSE NO: G. gG. O�� ($ Date: rationo 'S'/Z,rja2. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE v�'Contractor Signature DATE SWORN TO AND SUBSCRIBED BEFORE ME BY LINDA D. SMOAK THIS ��-j'L DAY OF ,. MY COMMISSION EXPIRES APR. 13,2002 COMM.NO.CC 733419 NOT - -- - - ------- Whole Building Performance Method for Commercial Buildings Form 40OA-97 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2 .2 PROJECT NAME_Commercial Units PERMITTING OFFICE: ADDRESS: _1495 Mayport Rd _Jacksonville Beach _Jacksonville Beach F1 CLIMATE ZONE: _3 OWNER: _ PERMIT NO: _ AGENT: JURISDICTION NO:_261400 BUILDING TYPE: _Mercantile (Retail) CONSTRUCTION CONDITION: Existing Building DESIGN COMPLETION: _Renovation CONDITIONED FLOOR AREA: _9716 NUMBER OF ZONES : 3 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 4 COMPLIANCE CALCULATION: METHOD A DESIGN CRITERIA RESULT ----------------- ------ -------- ------ A. WHOLE BUILDING 66.16 100.00 PASSES PRESCRIPTIVE REQUIREMENTS : LIGHTING LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1 . SEER 10 . 00 10 .00 PASSES 2 . SEER 10 . 00 10 . 00 PASSES 3 . SEER 10 .00 10 .00 PASSES HEATING EQUIPMENT 1. Et 1.00 N/A 2 . Et 1.00 N/A 3 . Et 1 .00 N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1. Unconditioned Space 4 .20 4 .20 PASSES 2 . Unconditioned Space 4.20 4 .20 PASSES 3 . Unconditioned Space 4 .20 4 .20 PASSES REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT PIPING INSULATION REQUIREMENTS ------------------ ---------------------------------------------------------- COMPLIANCE CERTIFICATION: I hereby certify th' the plans and Review of the plans and specifica- specifications cove d by this calcu- tions covered by this calculation lation are in comp 'ance ith the indicates compliance with the Florida Energy E icie Code Florida Energy Efficiency Code . PREPARED BY: Before construction is completed, DATE: this building will be inspected for compliance in accordance with I hereby certify that this building is Section 553 . 908, Florida Statutes. in compliance with t lorida Energy BUILDING OFFICIAL: Efficiency Code. DATE: OWNER/ DATE: of I hereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code. A,,_r`►c.&✓SY T M DESIGNER REGISTRATION/ST TE MECHANICAL: PLUMBING ELECTRICAL: LIGHTING (*) Signature is required where Florida law requires design to be performed by registered design professionals . Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 401-------GLAZING-•-ZONE 1------------------------------------------------v- Elevation Type U SC VLT Shading Area(Sgft) --------- ------- -------- ---- ---- ---- -------------- ---------- South Commercial 1.31 .75 1 None 224 Total Glass Area in Zone 1 = 224 401. ------GLAZING- ZONE 2------------------------------------------------v- Elevation Type U SC VLT Shading Area(Sgft) --------- --------------- ---- ---- ---- -------------- ---------- South Commercial 1.31 . 75 1 None 448 Total Glass Area in Zone 2 = 448 401. ------GLAZING--ZONE 3------------------------------------------------v- Elevation Type U SC VLT Shading Area (Sgft) --------- ---------------- ---- ---- ---- -------------- ---------- South Commercial 1 .31 . 75 1 None 336 Total Glass Area in Zone 3 = 336 Total Glass Area = 1008 402 . ------WALLS--ZONE 1------------------------------------------------ --- Elevation Type U Insul R Gross (Sgft) --------- -------•------------------------- ----- ------- ----------- North 8" Block,air space, drywall .352 0 320 South 8" Block,air space, drywall .352 0 320 East 8" Block, air space, drywall .352 0 432 West 8" Block,air space, drywall .352 0 432 Adjacent 2x4", air space,DW each side .344 0 864 Total Wall Area in Zone 1 = 2368 402 . ------WALLS--ZONE 2----------------------------------------------- -- Elevation Type U Insul R Gross (Sgft) --------- --------------------------------- ----- ------- ----------- North 8" Block, air space, drywall .352 0 640 South 8" Block, air space, drywall .352 0 640 Adjacent 2x4'' , air space,DW each side .344 0 1728 Total Wall Area in Zone 2 = 3008 402 . -----WALLS--ZONE 3------------------------------------------------ --- Elevation Type U Insul R Gross (Sgft) --------- -------------------------------- ----- ------- ----------- North 8" Block, air space, drywall .352 0 480 South 8" Block, air space, drywall .352 0 480 Adjacent 2x4" , air space,DW each side .344 0 832 Total Wall Area in Zone 3 = 1792 Total Gross Wall Area = 7168 403 . ------DOORS--ZONE 1----------------------------------------------- -- Elevation Type U Area (Sgft) ----------------------------------- - North 1-3/4 Steel Door-Fiberglass/Mineral woo 0 60 42 Total Door Area in Zone 1 = 42 403 . ------DOORS--ZONE 2----------------------------------------------- -- Elevation Type U Area(Sgft) --------- ------------------------------------------ ----- ---------- North 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 84 Total Door Area in Zone 2 = 84 403 . -----DOORS--ZONE 3----------------------------------------- - - U Elevation Type --------- ------------------------------------------ ---- --------- North 1-3/4 Steel Door-Fiberglass/Mineral woo 0 .60 63 Total Door Area in Zone 3 = 63 Total Door Area = 189 404. ------ROOFS--ZONE 1----------------------------------------------- --- Type Color U Insul R Area (Sgft) ------------------•------------------ ------ ----- ------- ---------- Suspended Ceiling, R-19 batt Medium .048 19 2163 Total Roof Area in Zone 1 = 2163 404 -----ROOFS--ZONE 2----------------------------------------------- --- Type Color U Insul R Area(Sqf t) ------------------•------------------- ------ ----- ------- ---------- Suspended Ceiling, R-19 batt Medium .048 19 4316 Total Roof Area in Zone 2 = 4316 404- ------ROOFS--ZONE 3----------------------------------------------- -- Type Color U Insul R Area(Sgft) ------------------I------------------ ------ ----- ------- ---------- Suspended Ceiling, R-19 batt Medium .048 19 3237 Total Roof Area in Zone 3 = 3237 Total Roof Area = 9716 405. ------FLOORS-ZONE 1----------------------------------------------- -- Type Insul R Area(Sgft) ------------------------------------------------ ------- ---------- Slab on Grade/Uninsulated 0 2163 Total Floor Area in Zone 1 = 2163 405 . -----FLOORS-ZONE 2----------------------------------------------- --- Type Insul R Area(Sgft) ------------------------------------------------- ------- ---------- Slab on Grade/Uninsulated 0 4316 Total Floor Area in Zone 2 = 4316 405 . ------FLOORS-ZONE 3----------------------------------------------- --- Type Insul R Area(Sgft) ------------------------------------------------ ------- ---------- Slab on Grade/Uninsulated 0 3237 Total Floor Area in Zone 3 = 3237 Total Floor Area = 9716 406 . ------INFILTRATION-------------------------------------------------- -- CHECK Infiltration Criteria in 406 . 1 .ABCD have been met. MECHANICAL SYSTEMS _ CHECK HVAC load sizing has been performed. (407 .1.ABCD) - 407- ------COOLING SYSTEMS---------------------------------------------- --- Type No Efficiency IPLV Tons --- 1. Split System 2 10 - -0 4 . 00 2. Split System 4 10 0 3 .00 3 . Split System 3 10 0 3 .00 408 . ------HEATING SYSTEMS---------------------------------------------- --- Type No Efficiency BTU/hr 1. Electric Resistance 2 1 16000 2. Electric Resistance 4 1 12000 3 . Electric Resistance 3 1 12000 409- ------VENTILATION--------------------------------------------------- -- Ventilation Criteria in 409 .1 .ABCD have been met . CHECK 410- -----AIR DISTRIBUTION SYSTEM--------------------------------------- --- CHECK Ductsizingand design have been performed. (410 .1.ABCD) � - AHU Type Duct Location R-value --------------•--------------------- ---------------------- ------- 1. Air Conditioners Unconditioned Space 4.2 2 . Air Conditioners Unconditioned Space 4 .2 3 . Air Conditioners Unconditioned Space 4 .2 CHECK Testing and balancing-will be performed. (410.1.ABCD) I -- - 411 - -----PUMPS AND PIPING-ZONE ---------------------------------------- -- Basic prescriptive requirements in 411 .1.ABCD have been met. PLUMBING SYSTEMS 411- -----PUMPS AND PIPING-ZONE 1--------------------------------------- --- Type R-value/in Diameter Thickness ------------------------ ---------- -------- --------- 411- -----PUMPS AND PIPING-ZONE 2--------------------------------------- --- Type R-value/in Diameter Thickness ------------------------ ---------- -------- --------- 411 - -----PUMPS ANI) PIPING-ZONE 3-------------------------------------- -- Type R-value/in Diameter Thickness ------------------------- ---------- -------- --------- 412 - -----WATER HEATING SYSTEMS-ZONE 1------------------------------- -- Type Efficiency StandbyLoss InputRate Gallons -------------- ------ ---------- ---------- ---------- ---------- 412- -----WATER HEATING SYSTEMS-ZONE 2---------------------------------- --- Type Efficiency StandbyLoss InputRate Gallons ------------------------- ---------- ---------- ---------- ---------- 412 . -----WATER HEATING SYSTEMS-ZONE 3---------------------------------- --- Type Efficiency StandbyLoss InputRate Gallons ELECTRICAL SYSTEMS CHECK 413 . -----ELECTRICAL POWER DISTRIBUTION---------------------------- ---- --- Metering criteria in 413 .1 .ABCD have been met . 414 . -----MOTORS---------------------------------------------------- --- -- Motor efficiencies in 414.1.ABCD have been met. 415- -----LIGHTING SYSTEMS-ZONE 1-------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) ---------- --- -------------- --- -------------- --- ------ ---------- Type D(Gen 1 On/Off 4 None 6690 2163 Total Watts- for Zone 1 = 6690 Total Area for Zone 1 = 2163 415. -----LIGHTING SYSTEMS-ZONE 2-------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area (Sgft) ---------- --- -- ------------ --- -------------- --- ------ ---------- Type D(Gen 1 On/Off 8 None 13380 4316 Total Watts for Zone 2 = 13380 Total Area for Zone 2 = 4316 415- -----LIGHTING SYSTEMS-ZONE 3-------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) - - Type D(Gen 1 On/Off 6 None 10035 3237 Total Watts for Zone 3 = 10035 Total Area for Zone 3 = 3237 Total Watts = 30105 Total Area = 9716 CHECK Lighting criteria in 415 .1.ABCD have been met. 16 . Operation/maintenance manual will be provided to owner. (102 .1) ----------------------------------------------------------------------------- COMMERCIAL LOAD CALCULATIONS Air Conditioning Contractors of America For: Name End Commercial Units Phone Address 1495 Mayport Rd City Jacksonville Beach State & Zip Fl. By: Contractor Energy Design Systems Phone 287-5339 Address 1065 Oakvale Rd City Jacksonville State & Zip FL. , 32259 COOLING LOAD 1. DESIGN CONDITIONS Time of Day 3 PM Dly Range 19 Latitude 30 a.Inside db 72 RH 50 b.0utside db 94 wb 78 Grains 49 Otsid db @ 3pm 94 - TOD corr -inside db 72 Equals 22 T.D. Daily Range Factor=M -------------- 2 . SOLAR RADIATION HEAT GAIN THROUGH GLASS COOLING LOAD Exposure Shading / NOTES Sq. Ft. SolrFactr G1asFactr Sensible X X - N X 19 X 0. 64 = E X 56 X 0.64 = S 112 X 48 X 0. 64 = 3441 W X 81 X 0.64 = X X = X X = X X - ------------------------------------------------------------------------ 3. TRANSMISSION GAINS Equiv or Exposure db Sq. Ft. U Factor Temp Diff Glass 112 X 1. 13 X 22 = 2784 X X = X X - X X = Walls N 299 X 0.29 X 20 = 1734 E/W 864 X 0.29 X 35 = 8770 S 208 X 0.29 X 38 = 2292 Adj 832 X 0. 09 X 41 = 3070 Doors 21 X 0.58 X 16 = 195 X X = Partition X 0.05 X 20 = RA Ciling X X - Roof/Cing 1079 X 0. 05 X 55 = 2967 Floors 148 X X 22 = X X Use Table 9a to Determine the Temp. Dif. Across an RA Ceiling PAGE TWO ------------------------------------------------------------------------ 4. INTERNAL HEAT GAIN Latent a. OCCUPANTS Number Sensible Latent 5 X 230 = 1150 X = 5 X 190 = 950 X = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - b. Lights & Others NOTE:Use 60% of installed watts for lights in RETURN AIR CEILING Watts Incandescnt X 3 .4 = Flourescent 3345 X 4.1 = 13715 HP Motors Btuh Usg Ftr X = X = Appliances Other 1000 500 ------------------------------------------------------------------------ 5. INFILTRATION Ft3/Min db Temp Dif 57 X 22 X 1. 1 = 1379 Grains Diff 57 X 49 X 0.68 = 1899 ------------------------------------------------------------------------ 6. SUBTOTALS LOADS & SPACE LOADS 42497 3349 ------------------------------------------------------------------------ 7. DUCT HEAT GAIN Gain Line 6 Factor Sensible 0. 1 X 42497 = ------------------------------------------------------------------------ 8. ROOM, SPACE OR DESIGN LOAD Add Duct gain (7) to Subtotal (6) 42497 - --------------------------------------------------------- 9. VENTILATION Ft3/Min db Temp Dif 50 X 22 X 1. 1 = 1210 Grains Diff 50 X 49 X 0.68 = 1666 PAGE THREE ------------------------------------------------------------------------ 10. RETURN AIR LOAD FROM LIGHTING AND ROOF NOTE: Use 40% of watts for lights recessed in a return air ceiling Incandescent X 3 .4 = Flourescent X 4. 1 = NOTE: Use 100% fo the roof load for return air ceilings (Roof Load) Sq. Ft. U Factor ETD* X X = * (ETD correction based on plenum temp. ) ------------------------------------------------------------------------ 11. TOTAL SENSIBLE LOAD ON EQUIPMENT (Btuh) = 43707 TOTAL LATENT LOAD ON EQUIPMENT (Btuh) 5015 ------------------------------------------------------------------------ 12. TOTAL COOLING LOAD ON EQUIPMENT (Btuh) 48722 (Tons) 4 .06 PAGE FOUR HEATING LOAD ------------------------------------------------------------------------ 13. DESIGN LOADS Inside db outside db Difference 72 - 32 = 40 ------------------------------------------------------------------------ 14 . TRANSMISSION LOSSES HEATING LOAD db Exp. Sq. Ft. Factor Temp Diff Heating Load Windows 112 x 1.13 x 40 = 5062 x x = x x - Walls 299 x 0.29 x 40 = 3468 864 x 0.29 x 40 = 10022 208 x 0.29 x 40 = 2413 832 x 0.09 x 40 = 2995 Roof/ 1079 x 0. 05 x 40 = 2158 Ceiling x x = x x = Floor 148 x 0.81 x 40 = 4795 Other x x - x x = ------------------------------------------------------------------------ 15. INFILTRATION db Ft3/Min Temp Diff 86 X 40 X 1.1 - 3784 ------------------------------------------------------------------------ 16. SUBTOTAL HEATING LOAD FOR SPACE 34698 ------------------------------------------------------------------------ 17 . DUCT HEATING LOSS Loss Line 14 Factor Subtotal 0.15 X 30914 = ------------------------------------------------------------------------ 18. VENTILATION db Ft3/Min Temp Diff 50 X 40 X 1. 1 = 2200 --------------- 19. HUMIDIFICATION LOAD Inside RH Desired ( ) Max ( ) Ft3/Min Btu/Hr / 100 X = (water) (air) gal/day Ft3/Min X / 100 = ------------------------------------------------------------------------ 20. TOTAL HEATING LOAD ON EQUIPMENT (Btuh) 36898 (Tons) 3 . 07 ENERGY DESIGN SYSTEMS 1065 OAKVALE RD. JACKSONVILLE FL. 32259 N_1495mp 287-5339 COMMERCIAL LOAD CALCULATIONS Air Conditioning Contractors of America For: Name Center Commercial Units Phone Address 1495 Mayport Rd City Jacksonville Beach State & Zip Fl. By: Contractor Energy Design Systems Phone 287-5339 Address 1065 Oakvale Rd City Jacksonville State & Zip FL. , 32259 COOLING LOAD I. DESIGN CONDITIONS Time of Day 3 PM Dly Range 19 Latitude 30 a.Inside db 72 RH 50 b.Outside db 94 wb 78 Grains 49 Otsid db @ 3pm 94 - TOD corr -inside db 72 Equals 22 T.D. Daily Range Factor=M ------------------------------------------------------------------------ 2. SOLAR RADIATION HEAT GAIN THROUGH GLASS COOLING LOAD Exposure Shading / NOTES Sq. Ft. SolrFactr G1asFactr Sensible X X = N X 19 X 0.64 = E X 56 X 0.64 = S 112 X 48 X 0.64 = 3441 W X 81 X 0. 64 = X X - X X = X x = - - - - 3. TRANSMISSION GAINS Equiv or Exposure db Sq. Ft. U Factor Temp Diff Glass 112 X 1. 13 X 22 = 2784 X X = X X = X X = Walls N 299 X 0.29 X 20 = 1734 E/W X 0.29 X 35 = S 208 X 0.29 X 38 = 2292 Adj 432 X 0.09 X 41 = 1594 Doors 21 X 0.58 X 16 = 195 X X - Partition X 0. 05 X 20 = RA Ciling X X = Roof/Cing 1079 X 0.05 X 55 = 2967 Floors 148 X X 22 = X X Use Table 9a to Determine the Temp. Dif. Across an RA Ceiling PAGE TWO --------------•-------------------------------------------------------- 4. INTERNAL HEAT GAIN Latent a. OCCUPANTS Number Sensible Latent 5 X 230 1150 X 5 X 190 = 950 X - b. Lights & Others NOTE:Use 60% of installed watts for lights in RETURN AIR CEILING Watts Incandescnt X 3 .4 = Flourescent 3345 X 4.1 = 13715 HP Motors Btuh Usg Ftr X = X = Appliances Other 1000 500 ------------------------------------------------------------------------ 5. INFILTRATION Ft3/Min db Temp Dif 57 X 22 X 1.1 = 1379 Grains Diff 57 X 49 X 0. 68 = 1899 ------------------------------------------------------------------------ 6. SUBTOTALS LOADS & SPACE LOADS 32251 3349 ------------------------------------------------------------------------ 7. DUCT HEAT GAIN Gain Line 6 Factor Sensible 0.1 X 32251 = ------------------------------------------------------------------------ 8. ROOM, SPACE OR DESIGN LOAD Add Duct gain (7) to Subtotal (6) 32251 ------------------------------------------------------------------------ 9. VENTILATION Ft3/Min db Temp Dif 50 X 22 X 1.1 = 1210 Grains Diff 50 X 49 X 0.68 = 1666 PAGE THREE ------------------------------------------------------------------------ 10. RETURN AIR LOAD FROM LIGHTING AND ROOF NOTE: Use 40% of watts for lights recessed in a return air ceiling Incandescent X 3.4 = Flourescent X 4.1 = NOTE: Use 100% fo the roof load for return air ceilings (Roof Load) Sq. Ft. U Factor ETD* X X - * (ETD correction based on plenum temp. ) ---------------------------------------------------------- ------------- 11. TOTAL SENSIBLE LOAD ON EQUIPMENT (Btuh) - 33461 TOTAL LATENT LOAD ON EQUIPMENT (Btuh) 5015 ------------------------------------------------------------------------ 12. TOTAL COOLING LOAD ON EQUIPMENT (Btuh) 38477 (Tons) 3 .21 PAGE FOUR HEATING LOAD ------------------------------------------------------------------------ 13 . DESIGN LOADS Inside db Outside db Difference 72 - 32 = 40 ------------------------------------------------------------------------ 14. TRANSMISSION LOSSES HEATING LOAD db Exp. Sq. Ft. Factor Temp Diff Heating Load Windows 112 x 1. 13 x 40 = 5062 X x = x x = Walls 299 x 0.29 x 40 = 3468 x 0.29 x - 208 x 0.29 x 40 = 2413 432 x 0.09 x 40 = 1555 Roof/ 1079 x 0. 05 x 40 = 2158 Ceiling x x = x x Floor 148 x 0.81 x 40 = 4795 Other x x = x x - ------------------------------------------------------------------------ 15. INFILTRATION db Ft3/Min Temp Diff 86 X 40 X 1. 1 = 3784 ------------------------------------------------------------------------ 16. SUBTOTAL HEATING LOAD FOR SPACE 23236 --------------•---------------------------------------------------------- 17. DUCT HEATING LOSS Loss Line 14 Factor Subtotal 0. 15 X 19452 = ------------------------------------------------------------------------ 18. VENTILATION db Ft3/Min Temp Diff 50 X 40 X 1.1 = 2200 ------------------------------------------------------------------------ 19. HUMIDIFICATION LOAD Inside RH Desired ( ) Max ( ) Ft3/Min Btu/Hr / 100 X = (water) (air) gal/day Ft3/Min X / loo = ------------------------------------------------------------------------ 20. TOTAL HEA'T'ING LOAD ON EQUIPMENT (Btuh) 25436 (Tons) 2 . 12 ENERGY DESIGN SYSTEMS 1065 OAKVALE RD. JACKSONVILLE FL. 32259 N 1495ml 287-5339 CITY OF > rtic �eac� - ��Cvuda 800 SEMINOLE ROAD - -- -- -- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 February 27, 1992 Mr. David Honrath Certified Termite & Pest Control 1447-B Mayport Road Atlantic Beach, Florida 32233 Subject: Use-by-Exception to operate Pest Control business Dear Mr. Honrath: The City Commission at its regular meeting of February 24, 1992 granted permission to operate a pest control business at 1447-B Mayport Road, Atlantic Beach. This use-by-exception has been granted to you or your company, Certified Termite & Pest Control, only, and is not transferable to any other owner. In addition, should you wish to move your business to another location, this cannot be transferred to another address. If this office can provide you with assistance please do not hesitate to call on us. Sincerely, Maureen King CITY CLERK MK:tl cc: George Worley, City Planner t r/ CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT AGENDA ITEM: Use-by-Exception to operate Pest Control business SUBMITTED BY: George Worley , City Planner -e41-17—. DATE: February 7 , 1992 BACKGROUND: The Applicant owns a Rest Control Business located at 1447 Mayport Road. That location is in a CL zoning district which requires a Use-by-Exception for Pest Control Companies. Applicant has five business related vehicles and does not dispose of chemicals into the Sanitary Sewer System. RECOMMENDATION: The Community Development Board questioned 'the Applicant particularly about the vehicle parking and the chemicals and were satisfied by the arrangements. The Board unanimously voted to forward a recommendation for Approval to the City Commission. ATTACHMENTS: 1 ) Minutes of the Community, Development Board - Item I . REVIEWED BY CITY MANAGER`-- AGENDA ITEM NO. - r MINUTES OF THE COMMUNITY DEVELOPMENT BOARD OF THE CITY OF ATLANTIC BEACH, FLORIDA JANUARY 21, 1992 7:00 P. M. CITY HALL PRESENT Gregg McCaulie Samuel Howie Robert Frohwein Don Wolfson Pat Pillmore AND George Worley, II, CD Director ABSENT Mark McGowan Ruth Gregg Alan Jensen, Esquire The Chairman, Greggi McCaulie, called the meeting to order and asked for approval of the minutes from the meeting of December 17, 1991. Upon motion duly made and seconded, said minutes were approved. NEW BUSINESSs I. Application for Use by Exception filed by David Honrath of Certified Termite & Pest Control to operate a pest control business at property located at 1447-B Mayport Road. Mr. Honrath introduced himself to the Board and explained the reasons a Use by Exception was being requested. After discussion Mr. Howie moved that the application be approved, Mr. McCaulie seconded the motion and the application was approved for recommendation to the City Commission by a unanimous vote. II. Application for Variance filed by Paul A. Anderson to construct an addition to existing screened porch which does not conform to setback requirements for property located at 1643 Beach Avenue. Mr. Anderson introduced himself to the board and stated the reasons said variance hadlbeen requested. i CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT AGENDA ITEM: Use-by-Exception to operate Pest Control business SUBMITTED BY: George Worley, City Planner GZ� DATE: February 20, 1992 BACKGROUND: The Applicant owns a Pest Control Business located at 1447 Mayport Road. That location is in a CL zoning district which requires a Use-by-Exception for Pest Control Companies. Applicant does not dispose of chemicals into the Sanitary Sewer System. Applicant is regulated by the HRS. RECOMMENDATION: The Community Development Board questioned the Applicant particularly about vehicle parking and the chemicals and were satisfied by the arrangements. The Board unanimously voted to forward a recommendation for Approval to the City Commission. ATTACHMENTS: REVIEWED BY CITY MANAGER00,"'o 0 AGENDA ITEM NO. A 1 . .t MINUTES OF THE COMMUNITY DEVELOPMENT BOARD OF THE CITY, OF ATLANTIC BEACH, FLORIDA JANUARY 21, 1992 7:00 P. M. CITY HALL PRESENT Gregg McCaulie Samuel Howie Robert Frohvein Don Wolfson Pat Pillmore AND George Worley, II, CD Director ABSENT Mark� McGowan Ruth Gregg Alan Jensen, Esquire The Chairman, Gregg McCaulie, called the meeting to order and asked for approval of the minutes from the meeting of December 17, 1991. Upo6 motion duly made and seconded, said minutes were approved. NEW BUSINESS: I. Application for Use by Exception filed by David Honrath of Certified Termite b Pest Control to operate a pest control business at property located at 1447-B Mayport Road. Mr. Honrath introduced himself to the Board and explained the reasons a Use by Exception was being requested. After discussion Mr. Hpwie moved that the application be approved, Mr. McCaulie seconded the motion and the application was approved for recommendation to the City Commission by a unanimous vote. I II. Application for V6riance filed by Paul A. Anderson to construct an addition to existing screened porch which does not conform to setback requirements for property located at 1643 Beach Avenue. i Mr. Anderson introduced himself to the board and stated the reasons said variance had: been requested. PAGE THREE V V MINUTES NAME OF FEBRUARY 24, 1992 COMMRS. M S Y N dwards x x Motion: Grant Use by Exception to David Honrath to operate a Fletcher x x pest control business at 1447 Mayport Road, in a CG ucker x district aters x ullif ord x Commissioner Waters inquired whether Mr. Honrath had the proper back flow preventers on the trucks and at the business to prevent accidentally contaminating the city's water supply. Mr. Honrath stated that all vehicles with 100-gallon tanks were fitted with back flow preventers as required by law. He said he would not be mixing any chemicals at the facility and would not require the back flow preventers there. In response to a question from Commissioner Tucker Mr. Honrath explained he was state certified for pest control, was licensed and had met HRS inspection standards. He further explained that his employees took the trucks home and were responsible for keepirig them clean. Only the exterior of the vehicles was washed and it was not necessary to wash or flush out the interior of the tanks. The question was called and the motion carried unanimously. 5. Consent Agenda A. Referral to the Community Development Board of preliminary replat of ocean front property, south of Beachside, as requested by Robert B. Van Cleve Kdvards x x Fletcher x Motion: Approve passage of Consent Agenda Lucker x x Waters x No discussion before the vote. The motion carried unanimously. lliford x 6. Committee Reports: A. Water and Sewer Committee report Commissioner Fletcher reported bids had been invited for improvements to the city's No. 1 and No. 2 water plants. He said the committee recognized the importance of keeping DER informed of the city's efforts to comply with the consent order and Public Works Director Kosoy will submit monthly reports to DER. He felt it may not be possible to complete the project by the deadline established by DER but they would keep the DER apprised of the progress being mqde. He said he had learned that low-interest federal and state monies may be available for capital improvements and the committee planned to pursue this matter. Commissioner Fletcher reported plans were now complete for the Mayport Road bore and jack project and the project would be advertised in March. e rL"I fj CITY OFATLAN7 800 SEMINOLE ATLANTIC BEACH,FLO. TELEPHONE:(904, FAX:(904)247 S} SUNCOM:852- a " http://ci.atlantic-bea Monday, May 21, 2001 B & K Properties 1403 University Blvd. Jacksonville, Fl. Subject: 1447 Mayport Rd. Dear Sirs, The building permit application to renovate the building at 1447 Mayport Rd. is being returned to you. The plans as submitted are not complete. We need a set of construction plans to complete the review process. The plans as submitted, are preliminary and do not show enough detail to review for compliance to the Standard Building Codes or the National Electric Codes. We also require a landscape plan to show compliance to Section 24-177 of the Code of Ordinances of the City of Atlantic Beach. If you have any questions concerning this matter please contact me at 904-247-5826. Sincerely, Don C. Ford CBO Building Official/Community Development Director Cc; File City Manager CITY OF Office of Building Official REQUEST FOR INSPECTION (/�1 /fig l ite `tf f v Permit No. r �� me A.M. cceived P.M. District No. /low-- u4&rf- Aed Job ddress Locality Nner'soo r e,S tme ntractor UILDING CONCRETE ELECTRIC PLUMBING MECHANICAL aming ❑ Footing ❑ 0Mrrg`0 Rough ❑ Air.Coed.& ❑ Rooting Cl Slab ❑ Temp Pole ❑ / Top Out ❑ Heating Lintel ❑ Final CY Fire Place ❑ Pre Fab READY FOR INSPECTION on. Tues. Wed. Thurs. Friday A. spection Made spector Final Inspection❑ Certificate of Occupancy Date ,, r, CITY OF ATLANTIC BEACH, FLORIDA Awprowdby APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: l t A'`I 14 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF,AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. aa2cs • La�rrz: �L S�.rt,uca LECTRICAL FIRM: MAST R IFLFCTFUCIAN SIGNATURE NAME S A-J "\U AJ ADDRESS: I yq7 M,:�e pve l �2,4 RFD BOX OLDG.SIZE 2 02717 S �. BETWEEN: IBES.I } APT. ( ) COMM.b4 PUBLIC( ► INDUS.( Y NEW( ! OLD ( 1 REW.( } ADDITION( ! TRAILER ( ! TEMPA SIGNS ( 1 SO. FT. SERVICE: NEWK INCREASE ( i REPAIR ( 1 FEE CONDUCTOR SIZE AMPS 9-1Da COPPER ( ALUM. TCH OR BREAKER .a 0 AMPS PH 3 W VOLT C RACEWAY iPXIRT_RERV.SIZE AMPS PH W VOLT RACEWAY MOTORS H.P. VOLTAGE PHS- NO. H.P. VOLTAGE PHS $ SIGNS NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN INCANDESCENTLAMPS TIME SWITCH I N CITY OF ATLANTIC BEACH, FLORIDA Approv"by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: �'�� 19E IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 0ar2as C '7^-LuL I mid-' 4ECTRICAL FIRM: MASTER ELEC RICIAN SIGNATURE nn JOURNEYMAN NAME �A^� Tu AJ q ADDRESS: I14141) IMA U(� t 1�-� RFD-BOX- BLDG. FD BOXBLDG.SIZE C7 O o S 3 i, BETWEEN: kES.I 1 APT.( 1 COMM.64 PUBLIC ( 1 INDUS. 1 1 NEW( OLD( 1 REW. C ADDITION ( 1 TRAILER ( 1 TEMP.( 1 SIGNS ( 1 SO. FT. SERVICE: NEW INCREASE ( 1 REPAIR ( 1 FEE' NDUCTOR SIZE AMPS D COPPER ( F ALUM. ITCH OR BREAKER Ida AMPS L PH 3 W YvVOLT S C RACEWAY IST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.80 AMPS. 31.100 AMPS. SWITCHES CANDESCENT i t LUORESCENT&M.V. FIXED 0.100 AMPS, OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P.RATING CONDITIONING COMP.MOTOROTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0-t OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS w MISCELLANEOUS R Z;i ^p rt'A' P1 6 ;C,6 "tea 1 G-RATL __'fl" TRANSFORMERS: UNDER 60d V. VER 600 V. NO. I KVA 11 11 NO. JKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH.SIGN -7 FORWARDED TOTAL FEES is ell CITY OF 716 OCEAN BOULEVARD P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 June 19, 1987 Third Floor Pre-Service Section Jacksonville Electric Authority Building 233 West Duval Street Jacksonville, Florida 32202 The following final inspection has been made and is satisfactory: Permit #5253----1447 Mayport Road Permit #5254----1449 Mayport Road Permits issued to Moore's Electric Company �Sin�cer�ejly, Rene' Angers Community Development Director cc: file RA/te APPLICATION FOR SIGN PERMIT Sec. 20-3. Sign Permits - Required - It shall be unlawful for any person to install , alter or relocate any sign , marquee , canopy , awning or other advertising structure permitted under section 20-2 without first obtaining a permit from the City Manager and making payment to the City Clerk of the required fee. All illuminated signs shall , in addition , be subject to the -provisions of the City Electrical Code and any permit fees required there- under___ Ordinance_No__60_66_114_J......................................... TYPE OF SIGN Name , Address & Phone No. Applicant Flat 7 /3 e-/VeWe� (- S � Horizontal Projecting f /,IC/7/ j��19 Vertical Projecting Roof Pole Name , Address & Phone No. Owner Marquee or Awning VALUATION $ �f Address of the Sign /W 16f � c ---/-/ ---------------------------------------- ATTACH -------------------------------------ATTACH THE FOLLOWING TO THIS APPLICATION: a. The location fo the building, structure or lot to which or upon which the sign or other advertising structure is to be attached or erected. b. A Plot plan showing the position of the sign or other advertising struc- ture in relation to nearby buildings or structures . C. A blueprint or ink drawing of the plans and specifications and method of construction and attachment to the building or in the ground. d, The name of the person/contractor erecting the structure. e, Any electrical permit required and issued for such sign. f. Registered engineer' s drawings must be submitted with applciations for roof signs over fifty square feet in area, and for any sign the top of whicl is more than seventeen feet above the ground or weighing more than one thousand pounds , or solid sign of area more than thirty square feet, showinj that such sign will be erected to withstand a wind pressure of at least thirty-five pounds per square foot and that the weight of such sign will be amply supported by the roof of the building or the ground support on which it is to be erected. Such other information as the City Manager shall require to show full compliance with Chapter 20 and all other laws and ordinances of the City. SIGNATURE OF APPL I CAN DATE SIGNATURE OF OWNER DATE Ktv ,S M '6Ra�K v+s 400 + N r s � 'N